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10-0406_PRO-CRAFT PLUMBING COMPANY_Notice of Completion RECORDED AT REQUEST OF AND V_ RETURN TO: City of San Juan Capistrano City Clerk's Office recorded in Official Records, Orange County 32400 Paseo Adelanto Tota Daly, Clerk-Recorder San Juan Capistrano, CA 92657 N1 I � 1111i'1MIN111 NO FEE RECORDING FEES EXEMPT DUE TO 2011 000295628 8:10 am 06/17/11 GOVERNMENT CODE SECTION 6103 62 417 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Maria Morris, 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 Pro-Craft Plumbing Company Inc. of Redlands, CA for the construction of Eastern Wells Pipeline Project (CIP 08802). �J Et That said work was completed on April 25, 2011, by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano, as the owner, 32400 Paseo Adelanto, San Juan Capistrano, California 92675, at a regular meeting thereof held on the 7th day of June, 2011, by Resolution No. 11--06-07-03. That upon said contract, Inland Surety and Bond Company was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 7th day of June, 2011. Maria Morris, Cit CI rk City of San Juan Capi§'tfano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARIA MORRIS, 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 1) I have read the foregoing document and know the contents thereof, and the facts therein state are true of my own knowledge; 2) 1 declare the forgoing is true and correct; and 3)the foregoing 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, California, this 7th day of June, 2011. Ma-ha-Morris, Ci ` Cler City of San Juan C4tftrano EASTERN WELLS PIPELINE (CIP 08802) CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and PRO-CRAFT PLUMBING COMPANY INC. hereinafter referred to as "CONTRACTOR.." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard. Specifications for Public Works Construction 2006 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 andcomplete in good and workmanlike manner the construction of the EASTERN WELLS PIPELINE (CIP 08802), 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 sura 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 impractical 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, Five Hundred Dollars ($500) per calendar day for each day delayed; provided that extensions of C-1 tine 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 fors 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 suns 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 detennined 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. 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 Two 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: C-2 $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 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 saine 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 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. If contractor is not already enrolled in the U.S. Department of Homeland Security's E-Verify program, Consultant shall enroll in the E-Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new C-3 employee to perform work under this Agreement. Information pertaining to the E-Verify program can be found at httt)://www.uscciis. }cbv, or access the registration page at https://www.visdlis.coiii/eM])10 erre )istration. Consultant shall certify its registration with E-Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. IN WITNESS WHEREOF, this contract is executed by the duly authorized agents) 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: _ DR. LONDRES USO, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Maria Morris, City Clerk APPROVED AS TO FORM: Omar Sandoval, City Attorney C-4 BID This is EXHIBIT A, consisting of one page, referred to in made and a part of the AGREEMENT between the OWNER and the CONTRACTOR BID TC. CITY OF SAN JUAN CAPISTRANO The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreementwith the City in the form included in the Contract Documents (as defined. in Article 4 of the agreement) to perform the Work as specified or indicated in said Contract Documents entitled: Eastern Wells 18-incur Water Pipeline C.I.P. No. 03802 Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing witas the disposition of,the Bid '"Security. This Bid will remain open for the period stated in the Notice Inviting Bids,unless otherwise required by law. Bidder will enter into an Agreernent within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and all Pori-nits required by the Contract Documents. Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby acknowledged): Number 1 Date 03/19/2010 Number Date Number Date Number Date Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances,rules,and regulations), and the conditions affecting cost,progress,or performance of the Work;and has made such independent investigations as Bidder deems necessary. In conformance with the current statutory requirements of California Labor Code Section 1860,et seq.,the undersigned confirms the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured against liability for worker's compensation,or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract, To all the foregoing,and including all Bid Schedule(s),List of Subcontractors, Non-collusion Affidavit, Bidder's General Information,and Bid Bond contained in these Bid Forms,said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s). Pro-Cr ft Plumbing Company, Inc Dated:_ 03/23/2010 Bidder: By: Timof McFay e (Signature) CEO/SEC ro8U,- Xf38U-30ab=d,nNd, BI© (/PROPOSAL wpd (PROPOSAL) Nov 2001 BID FORMS - PAGE 1 This is Page 1 of Exbitrtt B eonsistbng of 6 pages,rofc rred to in and made a part of the AGREEMENT between the OWNER and the CONTRACTOR. BID SCHEDULE (Revised perAddeni du t No. 1) CIP NO. 08802 Eastern Wei 16-inch Water Pipeliae And Interstate 5 Creasing (Schedules A D Combined) UNU OF EST. UNIT rIEM NO, ITIEM DFSCRnMON NIMASUR)E QTY. PRICE COST 1. Mobilization.and Demobilization 2. OCFCD Encroachment Permit LS lr C .ca t aev 3. Caltrans Encroacb ent Pe Mit, 7 S 7 1 P fy 6 `5 f i c gS y 4. SC RA Encroachment Pe17ml t 1 47 6 �d C'3e c 1 S 1 l , ,. 5. City of San Juan Capistrano Public Works Encroachment Permit LS 1 b. Finnish all labor,=texials and equipment For Construction of 16-inch PWC 0905 Well Collection bine, and.Appurtenances,Comply and(Operational. IF 554$ 7_ Furnish all labor,materials and equipment for I6-inch FPVC 0905 Well Collection Line and Appurtenances, Complete and(Operational. LF, 1.171 S. Furnish all labor,zcerials a a -� 11 F`l'VC 0905 Casing and Appurtmnnces,Complete and LF 200 9. Furnish all labor•materials and equipment ipment For 20-inch and.26-inch Steel Casing and Appurtenances,Complete and (Operational_ LF 940 ! �Q FOP U M UN'rr MICE XDRU,mankwo UNIT PRICE BID SCHEDULE Nov 2001 BIER FORMS-PAGE UNrT OF EST, UNIT.", rrEm NO rfEM DESCRIMON. MEASURE QTY, PRICE COST 10. Furnish all labor,materials aid equipment for construoti^o;f Corin oa Points including piping, valves,and all required appurtenances,Complete and C3�ratic�kal. �, ' :� ' Ito � .. EA 7 11. Fuaniish all labor,materials m and equipment for Cmstruction of the 16-inch PVC Interstate S Crossing Watermain and. Appurtenances,Complete and Operational. 1 S � 1?. Furnish all labor,materia and equipment for 28-inch Steel Casing Jack and Sore and Appurtenances,Complete and Operational. LS 1 a e `.Cil .0 13. Furnish all labor.materials and equipment for Temporary 8-inch Bypass Connee�tion and Appurtenances,CoMlete and Operational, c. LS 14, Furnish all.labor,materials and equipment for 16-inch PVC 0900 Waterline and .Appurtenances,Complete and Operational. 1� 13 C' ` v 15- OCTA Safety Training 1 r � � _i' J e TOTAL BID PRICE(SCHEDULES A&1311.11.11ED):� (0 s "_ �;as i v"ss"rii ii� 3IV7 ELG�1 kk i[l�[�i Additive Bid Item Furnish all labor, materials and equipment for jacking and baring 120 LF of 28-inch steel casing (t=318")under La Novia Avenue instead Of Open mAting the street; including casing pipe, casing spacers and end seals, Complete and Operational for the lump sum cast,of. ;dig-ge C4, `" Dollar amount in written form i ciy E nasi Yes t€�r I6fit;to d f t7 the additive b:G item. xwJ-3wL jL UNIT PRICE BID SCHEDULE Nov 2MI BID FORMS-PAGE 2 KNOW ALL MEN BY THESE PRESENTS, That Pro-Craft Plumbing Company, Inc. as Principal, and Developers Surety and Indemnity Company as Surety, are held and firmly bound unto The City of San duan Capistrano, hereinafter called the".Owner' In the sutra of ten percent (10%) of the total bid amount dollars F (not less than.l0.parce t.of the iotal amount of the bid) for the payment of which scam, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a Bid to said Owner to perform the Work required under the Bid Schedule(s) of the Owner's Contract Uoouments entitled. Eastern Wells 16-Inch Water Pipeline Cllr NO,08802 NOW THEREFORE, if said Principal is awarded a Contract by said Owner, and within the time,Arld In the manner requlmd In the"Notice Inviting Bids"and the"Instructions to Bidders"enters into a written Agreement on the Form of Agreement bound with said Contract Documents, furnishes the required Certificates of Insurance, and.furnishes the required Performance Bond and Payment Bond,then this obligation shall.be null and void,otherwise it shall remain in full force and effect. In the event suit is broughf upon this Bond by said Owner, and Owner prevails, said Surety shall pay all-costs incurred by said Owner In such suit, including,a, . reasonable attorney's fee to be fixed by the court. SIGNED AND SEALED,this 12th day of March , 2010 •• Pro-GrafPlum in Company, I nc. (SPAL) (SEAL AND NOTARIAL By: ' "w (SEAL) ACKNOWLEDGMENT OF SURETY) 1 c?Fayden /CEO/SEC (SEAL) (Principal) -eyeja pers Surety and Indemnity Company p �....ti (Surety) tibia (B. Cladding,.......Attorney-In-Pact�� 'S nature o rt�u ago BID BOND (BID SECURITY FORM) x1M410bbnd.wpd BID FORMS - PAGE 6 NDv 2001 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of_w Satz. Berrta-rdirio On 03/23/2010 before me, Carldy tf.@ Coons, 1`latary �`uT--)1 ; c Date Here Insert Name and Title of the Officer personally appeared 11jmnf by- � Names)of Sgner(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/herltheir authorized CANDY M COONS capacity(ies), and that by his/her/their signature(s) on the Commission # 1777717 instrument the person(s), or the entity upon behalf of Notary Public -California which the person(s) acted, executed the instrument. E ' Son Bernardino County Comm. resNov3,2011 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS hand and official Signature sIM - Signature A€ace Notary Seal Abcve a-.Notary Public __ - OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reatfachnient of this form to another document. Description of Attached Document Title or Type of Document:W Document mate: _ _ _ _ Number of Pages,, Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Cjlg nFY'G N�rrlr..� ..._. ......... annnx c_AI't ra ......... .. ........ ........ ❑ Individual ❑ Individual ❑ Corporate Officer---Titie(s): .._ ❑Corporate Officer—Titie(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited C General , ❑ Attorney in Fact A` rJ Attorney in Fact • 1-1TrusteeTop of thumb here >, I TruStee Tori of thumb here '.J Guardian or Conservator E ❑Guardian or Conservator 0 Other: _ _— ❑ Other: Signer is Representing: Signer Is Represent€ng:_ __— � CP20G7 Nacional Notary Association•9350 De Scio Ave..P.O.Bcx 2402•Chatsworth,CA 91313-2402^srm+w.NationalNotary.org Urn 145907 Reorder:Call Toll-Free 1-8GG-876-6827 CALIFO MIA ALL-PURPOSEMMEDG E T State of California County of Rivarsie On MAR Z 2010 before me, Stephanie D. Montague, Notary Public mate Here Insert Name and Title ofthaOfficer personally appeared JuTi6'13. Cladding _ Name(s)of Signer{s) who proved to me on the basis of satisfactory evidence to be the person() whose name(s) is/mss subscribed to the within instrument and acknowledged to rte that ,a.::. STEPHAINIE D..MQNTAGUE 44e/sheer executed the same In 4? /herr authorized COMM. #l'g54652 capacity(+,. and that by-Isis/herAt ei signaturefs) on the ` r'4OTARYPUBLIC.-Cgf„WpfytM instrument the person, or the entity upon behalf of 'Iy COMM.BS ft Jim 18 2013 which the person{� acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my nd `i ; 1 sea(, Placa Notary Seal AbSignatureove - sl6kdravNet ublic OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on tho 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: Capaci'ty(ies) Claimed by Signer(s) Signer's Narne: T Signer's Name: ❑ Individual ❑ Individual © Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—❑ Limit ed 0 General :• G❑. Partner---❑ Limited ❑General ElAttorney in Fact lzz' ❑Attorney in Pact Trustee Top of thumb here El Trustee nTop of thub here Guardian or Conservator ❑Guardian or Conservator I ® Other: ❑Other: Signer Is Representing: Signer Is Reprasenting: 2007Na€ianal NotaryAssociaeco•935oDeSoto-Ave.,R0.3=24G2•Cha.sworth,C.0.9313-2402•xhvYv.NationalNctary.org itz€n 5907 Rs-crer:Call To!]-Free l-t'sCLS-67o-6327 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND IN DEMN{fY COMPANY lNDlaihNlTY CC7hf FANY OF CALiFcORNlA PO Box 59725,fRVINE,CA 92823 (949)263-3300 KNO'WALL MEN SY TH; SE PRESENTS,that as except as expressly imifad,DEVEi_OPE—RS KRETY AND INDEWNITY COMPANY and IND;-FVNIiY COMPANY OF CALFORNIA,do each,hereby make,constitute and appoint ***Kenneth A. Coate, Julia B. Giadding, ,jointly 'or severai(y*** as their true and Iaufiul Atfcrney(s)-!n-F act,to make,execute,delver and acknowledge,for and on behalf of said corHoraSons,as sureties,bonds,underfaMngs and oortracts of surety ship giving and granting unto said Attorney(s}-irrFact full power and authority to do and to perform every act necessary,requisite or proper to be done in c^nnedon therewith as each of said cotporat?ons could do,but reserving fo each of said corporaGans full pmvcr of subsftuEicr and revocation,and all of the acts of said Attorney{sj-in-Fact,pursuant to these presents, are hereby raged and corfinned. TNs Power of Attomey is granted and is signed by f%simlle under and by authority of the follovjitg resolu9ors adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY gOMPANY OF CALIFORMA,effective as of January ist,200a. RESOLVED,that the chairman of the Board,the PMerdenf and any Vice President of the corporation ba,and fhat each of thea)hereby is,authorized to execute Powers of Atton,ey,qualiying the attorney(s)named in the Powers of A*may to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship;and fhat the Secratary or enyAssfstant Secretary of the corporations be,and each of then hereby is,authorized to attest the exectrt on of any such PowrofA#Wrnw,} RESOLVED,FURTHER,that the signatures of such ofcars may be affxed to any such Power ofAttarnay or to any cerificate relating thereto by facsirn0a,and any such Power of Attorney or certificata bearing such facsimile s gnatures shall be valid and binding upon the corporations when so afnxed and it tAe futrra witli respect to any bond,undertaking or contract of suretyship to Which it Is attached. IN VPTNESS MI REOF,DEVELOPERS SURETY AND I1VC3>IMIT"Y COMPANY and I.NDEMINITY COMPANY OF CALIFORNIA have saverally caused these presents to be signed by ft?efr.respective Vice Presidentand attested by b'slr respective Assistant Secretary this January Ist,2048. Sy. AN� � tt Stephen T Pate,Senior Vice President e, 3r g Pf� a C'a r cwt F� 0 n a OCT- By'� _ =a 1936 '1 957 �y Charles L Day,Assistant Secretary `h i State of CaIifomla � County of orange On January 1st 2008 before me, _- Christopher J.Ruch,Notwv Pubt3c Date Here Insert Name and 7r'e of the Officer personally appeare4„ _. Stephen T.Pate and Chartas L.Day Name(s)of Signers; — — who proved to me on the basis of saisfacbary evidence to be[be person;s).whose names)isram subscribed to c the within hstrurnentard acknowlddaed to me that hefshettltey executed the same in7)lsli)erftheI aQftfr"zed capacify(ies},and that byhi lharlthsir sIgnafu=a(s}on the instrument,the person(s),or the en*upon behalf of �rriiic')the persott(s)acted,executed the NOTARY PUBW I certify under PENALTY OF PERJURY under the laws of the S;ate'of Caifomla ihat the foregoing paragraph!s aft tout' true and ecr:ecL My wmn!o�is,�F t WITNESS my hand and offeiaf seal. FicceNotary SeaiAbove Signah:te Chri rr J.Roach CERTIRCATE The undersigned,as Assistant Secretary,of DEVri.OFERS SURETYAND fNDEMNls 1`COMPANY and INDEMNITY rOMPANY OF CALIFORNIA,dons hereby ccr3.ify that the foregoing Power of Atfomey remains in full force and has not been revoked,acid furthermore,ti at the prcvts,ons of the resolutior:s of the respective Boards of Diractcrs of said ccrporat!ans sotforth in the Pcwer ofAftomey,are in force as of the data of this Certifcata. This Certificate is exacutad in the City of Irvine,California,the day of MAR 2 2910 Alb brrand,A,,E,tantaecr Ea rY tp-t 3S0(vVst)(Rev.r)7107} INFORMATION REQUIRED OF BIDDER LIST OF SUBCONTRACTORS As required under Section 4100,et seq.,of the Public Contract Code,the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price, and shall also dist the portion of the Work which will be done by such subcontractor. After the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words"and/or"will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor's License Work to be Performed Number Subcontractor's Name&Address e P` .a Vz r S _ I TT ' 7 FORMIOU-4 0subs LIST OF SUBCONTRACTORS I€1U-480su6s.m�p�' Aug 2001 BID FORMS - PAGE NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California } San ) ss. Cor.Inty of Bernardino ) I Timothy McFayden being first duly sworn, deposes and says that he is Pro—Craft Plumbing CEO/SEC ©f Company, Inc. the party making the foregoing Enid,that the Sid is not made in the interest of,or on behalf of, any undisclosed person,partnership, co npany,association,organization,or corporation;that the Bid is genuine and not collusive or sham;that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in afalse or share Bid,and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham Bid,or that anyone shall refrain from bidding;that the Bidder has not in any manner,directly or indirectly, sought by agreement,communication,or conference with anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid price, or of that of any Cather Bidder, or to secure any advantage against the public body awarding the Contract of anyone interested in the proposed Contract; that all statements contained in the Bid are true; and, further: that the Bidder has not, directly or indirectly, submitted his or-h-eT Bid price, or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto,or paid,and will not pay,anyfee to any corporation,partnership,company, association,organization, bid depository,orto any member or agent thereof,to effectuate a collusive or sham Bid. Pro—Cr Plum ing Company, Inc, Bidder ByX_�C�EO M ^aF e nTitle Organization Pro—Craft Plumbing Company, Inc, Address 31 597 Outer Hwy. 10 S. ,--.Ste. B Redlands, CA 92373 80 i1 aao�h pd NON-COLLUSION AFFIDAVIT Aug 2001 BPB FORMS - PAGE 5 CALIFORNIA JURAT WITH AFFIANT " A' ' ET See Attached Document (Notary to cross out lines 1-6 below) D See Statement Below (Lines 1-5 to be completed only by document signer[s], not Notary) .... ... _77_ - �.. ..... ... .. Signature of Dooument Signer No.1 Signalura of Dmument Signer No.2(if any) State of California County of `'at ?Rarnarra i_nc: Subscribed and sworn to (or affirmed) before me on this 23rd day of W._ March 201 0 by Dale Month Year 11,11;A 11111'a, Name o1 Signer cA� v ' COOS proved to me on the basis of satisfactory evidence Commission 1777717 " Notary Public 4 to be the person who appeared before me �. Cc�iftorn(ta San Bernardino county COMM.FX NOV 3,2011 (and (2) _ f_ Name of Signer proved to me on the basis of satisfactory evidence to be the me.) Signature Signature of Notary PuHic, Place Notary Seal Above OMUONAIL Though the information below is not required by favv it may prove valuable to persons relying on the document and could prevent "thump fraudulent removal and reattachment of th?s form io anolher document. Top of thurrlb here 3 Further Description of Any Attached Document � i Title or Type of document: Document Date: Number of Pages: Signers)Other Than Named Above:...W.................. __W_....._. ...,_ __w. _........... O2007 National Notary Association•9350 De Sato Ave.,P.C.Box 2402•Chatsworth,CA 91313-2942•www.NatroneiNotary.org Itorn X5910 Reorder:Call Toll-Free 1-800-876-6827 BIDDER'S GENERAL INFORMAT ION The Bidder shall furnish the following inlon-naflon, Failure to complete a!! I'Lerns will Cause the Bid to 1)e non-resl3orsikle and rnay cause; Its rejection. I BIDDER/CON TRAGTORS Name and Siroei Ad&ess: Pro-Craft Plumbing Company, Inc. 31597 Outer Hwy. 10 S. Ste. B Redlands, CA 92373 2. CONT91r-ko[101H`S 1akYphonka Nurmber: ( 909 ) 790-5222 F acs li-n He Numbei: (909 ).79.7.-281 2. E-mail address t im@procraf tplumbing.corn 3, CONT ICAC TOR'SLicense: Pr!rnaryCtssiflcatfoii._ State License Number(s) 467234 Supplemental License Gfasslficaflons C-34F B, A, C-42 4. Surety Company and Agent VY110 VAH provide the required Bonds on this Contract: Marne of Surety Developers Surety and Indemnity Company Address 4371 Latham Street, Ste. 2Q1 Riverside, CA 92501 I%g ,r,tInland Surety Bond & Insurance Services TelephoneNurnbei-s: Agant (951 ) 788-8581 Su�&ty(949 2_63_7.-_3_3_0 0 5. Type ofFii-i-n ([;idividual, ParLiiershipai-Coi-poi-atioii): Corporation 6. Corporation organized under the lwus of the State cf: California 7. List the names and addresses al the prindpa.1 memEDers oftlie limi or names and titles oithe.orklapal officers of the corporailon or lirri-i. Timothy McF#yden CEO/SEC of Pro-Craft Plumbing Company, Inc. Susan McFayden CFO of Pro-Craft Plumbing Company, Inc. FORM U-420BIDDER'S GENERAL INFORMATION x!8U-42.1fn'0'1Pdpd BID FORMS- PAGE 7 Nov MCI BIDDER'S GENERAL INFORMATION (Continued) 8. Number of years experience as a contractor in this specific type of construction work: 9, List at least three related projects of comparable size and complexity completed to date: Rialto USD C/o• Le �sma & 9441 Haven Avenue . OwnarMeYer cons ruc ion Address Rancho Cucamonga, CA 91730 Contact Milo Oostinga Class of work vt [ r� Phone (909) 376-81 86 Contract amount$2, 729, 970 . 00 Projectp09) 476-0590 Date completed 02/2010 (NOC Pend) 3612 Mission Inn Avenue, Ste. A c7o: Tilden.-Coil Constructors Riverside, CA 92501 2, Owner _ Address Contact Tracy Ellis Class ofwOrk_ �:67(� C�t�d�6 1V Phone (9 51 71 2-3409 Contract aimount�12.8,.74 6. 00 Project 05-1) Ra-p_7 a Date completed 11 /16/09 Desert Sands USD C/o: 9441 Haven Avenue Ledesma & Meyer Construction Rancho Cucamonga, CA 91730 3. Owner _ Address Contact Russ Hall Class of work_ UT(i,LT( — Phone (909) 376-4076 Contractamount $1 , 065, 343 Project0o9) 476-0590 _ Date completed 07/21 /09 10. List the name and title of the person who will supervise full-time the proposed work for your firm: Chris McFa den Superintendent 11. Is full-time supervisor an employeeYes contract services ? 12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. FORMU-�20 BIDIDER'S GENERAL INFORMATION x73U-420info.tapd BID FORDS - PAGE 8 NOV 2001 ADDENDUM NO. I TO THF SPECIFICATIONS AND BU)FORMS FOR TBE CONSTRUCTION OF THE EASTERN WELLS PIPEIETE PROJECT CIP 08802 March 19, 2014 To: All Plan Holders From: The City of San Juan Capistrano and AKM Consulting Engineers Notice is hereby given to prospective bidders that the following changes, additions, and/or deletions are hereby made a part ofthe Plana and specifications to fiarnish, deliver, and install the E@§t=Wells Pipeline as fully and completely as if the same were fully set forth therein. This Addendum No. 1 shall form a part of the Contract Documents and take precedence of the original Contract Documents. Bidders shall acknowledge receipt of this Addendum No. 1 by signing page Al-2 and faxing a copy of page A1-2 to the City of San Juan Capistrano(949)493-3955 by Monday March 22, 2010, 'In addition,Page Al-2 and the Revised Bid Forms shall be included in the Contractor's bidding document package. DATED: March 19, 2010 oeManka, wich Associate Engineer City of San Juan Capistrano Addendum No. 1 (March 19,2010) City of San Juan Capistrano E; ern Wells Pipeline THIS PAGE TO BE ATTACIHED TO KIDDING DOCUMENTS. I have received Pages Al-I through Al-7, and the Revised Bid Form. Pro-Craft Plumbing Date Received by Bidder: By: Company, Inc. Ridder' om nor Name 03/19/2010 ladder's Signature Timothy McFayden, CEO/SEC Typed or Printed Name A a4uYu2rvE�st t Wella l?ipgline{2}dnc POE Al-2 THE PREMIUM(S PREDICATED Old .�. 11iE HNAL CONTRACT PRICE ANG IS SU13JET TO ADJUSTMENT ISSUED IN TWO ORIG)NAL COUNTERPARTS BOND NO. 729716P COUNTERPART NO. �_ OF PREMIUM: $19,376.00 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That Pro-Craft Plumbing Company, Inc, as Contractor, And ,Developers Surety and Indemnity Company as Surety, are held firmly bound unto the City of San Juan Capistrano, a legal entity, organized and existing in the County of Grange, California, hereinafter called the"Owner,"in the sum of: One Million Five Hundred Eight Seven Thousand Five Hundred Eighty Six and 00/100 ($1,567,586.00) dollars, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS said Contractor has been awarded and is about to enter into the annexed Agreement with said Owner to perforin the Work as specified or Indicated in the Contract Documents entitled: Eastern Wells 16-inch Water Pipeline CiP NO. 06802 NOW THEREFORE, if said Contractor shall perform all the requirements of said Contract Documents required to be performed on its part, at the times and in the manner specified herein, then this obligation shall be null and void,otherwise it shall remain in full force and effect. PROVIDED,that any alterations in the Work to be done or the materials to be furnished,or changes In the time of completion, which may be made pursuant to the terms of said Contract Documents,shall not in anyway release said Contractor or said Surety thereunder, nor shall anYextensions of time granted under.the provisions of said Contract Documents, release either said Contractor or said Surety,and notice of such alterations or extensions of the Agreement is Hereby waived by said Surety. SIGNED AND SEALED,this 13th day of___Apri 1 2Q_1 0 P,r -Craft Plumbing Developers Surety and Contractor/ ompany, nc, SU l ndemni ty Company -- r—PrIs h cry _ B. Cladding Tillident T10 Att rney-in-Fact (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) FORMU-610 PERFORMANCE Sank x16U-610bond.wpd AGREEMENT AND BONDS-PAGE Nov 2001 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of San 113ternardin� On 04 1 `�a.ridv r4. C'oon:s, Notary ary '�ubl_i c rQ _ before me, _ Date _ -- Here Insert Name and Title of the aificer personally appeared --a- F3 — Name(s)of Signers; who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that CANDY COONS executed the same in his/her/their authorized Comr;Ilsslon # 1777717 capacity(ies), and that by his/her/their signature(s) on the :m a Notary Pubfc - California n instrument the person(s), or the entity upon behalf of San 9efnardino County MY Comm.Expires Nov 3,2011 which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITLESS m and and official seal. Signature �r � Place:Notary Seal Above S' aiure of Notary Public OPTIONAL Though the information below is not required by lass, 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 Lagos: Signer(s) Other Than Named Above: Ca acity(ies) Claimed by Signer(s) - �1.75711PC':C r�('7fY?:P'. ........... :.... ..... ..... .::. (.rvnrir A lemma•_ __. .. ... ... ... ... ..... ..... .. ❑ Individual ❑ Individual Ej Corporate Officer—Title(s): ❑ Corporate Officer—Titie(s): ❑ Partner—❑ Limited ❑ Genera! e' ❑ Partne ❑ Limited i[ General Ll Li �_... Attorney in Fact • Attorneyin Pact uil of thumb ra * Trustee LJ Trustee Top or thumb here, ❑ Guardian or Conservator I.] Guardian or Conservator ❑ Other: _ ❑Other: _ Signer Is Representing SigRr rs Rep esenting: — L --------------------- 002067 National Notary Association-9350 iso Soio Ave.,P.O.Bax 2402•Cnatswcrth,CA 81393-2402•www.NationalNotery.org Mm"6967 Reorder:Call'roll-Free 1-d00-$76-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Riverside PR 13 21 Stephanie D. Montague, Notary Public On before me, p � � y Date Here Insert Name and Tife of the Officer personally appeared Julia B. G1adding Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(&) is/ia-re subscribed to the within instrument and acknowledged to me that � AG � -Ile/she*lf" executed the same in+rs/herA4ieir authorized �$ � capacitykies), and that by-is/her/#�F_4signatureje) on the COMM. ti D. NOTARY Pur CAUFQRN%A instrument the person{,}, or the entity upon behalf of RIVERS CoMy which the persons acted, executed the instrument. My Comm.EXOM jW*18,2019 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my n nd 'ci Is i. PSignature ace Notary Sea!Above ignature of ota y Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document;— Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: _ Signer's Name: ❑ Individual El Individual ❑ Corporate Officer—Title(s): _ ❑Corporate Officer—Title(s): ❑ Partner-----❑ Limited ❑ General _ ❑ Partner----❑ Limited ❑ General ❑ Attorney in Fact RM112mmum- 0 Attorney in Fact • ❑ Trustee Top of thumb here ❑Trustee Top of thumb here El Guardian or{conservator ❑Guardian or Conservator ❑ Other. ❑Other: Signer Is Representing: Signer Is Representing: - L___1 - i 02007 National Notary Association-9350 De Soto Ave.,P..O.Bcx 2402•Chatsworth,CA 91393-2402•www.NationaiNotary.org Item#5907 Aecrder-CallToll-Free 1-800-878-6827 ISSUED IN TWO ORIGINAL COUNTERPART" COUNTERPART NO. �_ OF BOND NO. 729716P POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COM PANY OF CALIFORNIA PO Box 19725,IRVINE,CA 92623 {949)253-3390 KNOWALL MEN 8Y THESE PRESENTS,that as except as expressly Limited,D VELOPERS SURETYANO INDERM T Y COMPANY and NOEMNITY COMPANY OF CALTOPMA,do each,hereby make,constitute and appoint; ***Kenneth A. Coate, Julfa S. Gladdiftg, jointly or severa(iy*** as their the and lawful Attomey(s)-In-Fac„to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,hands,undarfakings and contracts of surefy- snip giving and granting unto saidAttorney(s)-In-Fact full powar and authority to do and to perform evary act necassary,requisite or propar!o be done in ecnnezaan herewith as each of said corporations could do,but reserving to each of said corporatons full power of substitution and re:,acaticn,and 89 of the arra of said Aftomey(s)-in-Fact,pursuant to these presents, are hereby rafted and confirmed,. This Power of Attorney is,granted and is signod by facsimile under and by aufhori of the follovrina resolutions adopted by the respective Board of Directors cf DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY CrOMPANY OF CALIFORNIA,effective as of January fst,2008. RESOLVED,that the chairman of the Board,the President and any Vca President of the co poration be,and that each of them hereby is,authorized to exacrrte Powers of Attomey,qualifying the a tomey(s)named in the Powers dAttomey to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship;and that the Secretary or anyAssistant Sacretwy o€the corpora5ons ba,end each of them heraby is,authorzed to attest the execution of any such Power of Attorney, RESOLVED,FURTHER,that the signatures of such carers may be affixed to any such Power of Attorney or to any certlficata relating thereto by faaimife,a,nd any such Power ofAgorney or certificate beating such facsimile signatures shalt be valid and binding upon the corporations waren so a,`iaed and in the suture with respect to any bend,undertaking or contract of suretyship to Which it is attached. IN WITNESS WEREOF,DEVELOPERS SURF AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to he signed by their respective Vice President and attested by their respective Assistant Secretary this January ist,2008. "" ANO . PAIS!Y Sphen T?ate,Senior Vice President ,r J ' tstlt `�l.s C3pOeO 46 � fit � y i OCT. z c? OCT.a By: Charles L.Day,Assistant Secretary State of Cal-lomia County of Orange On ,Janus 1st 2008 before me, Christopher J,Road Notary Pub5o _ Rate Here InsartMame and�T111a of the C)Mcer personally appearad Stephen is bate and Charles L.Day Nam(s)of Signers) who proved to me on the heals of sa`sfactcry evidence to he the permon(s)"vrhose naives)Ware subscribed to the within it istwmeniand acknowledged tome thathelsha�ey executed the same Inhldlherltheir authorized capaclivfts),and that by hislherlthair slgnatuf*)on the insfrument the person(s),of the errb'ty upon behalf of CRMTO-PRMJ FW&f which the persog(s)acted,executed the Instrument. NOTARY RZOXCA t I certify under PEN4LTYOF PERJURY under the laws of the State of Caffomia that the fcrago[ng paragraph 15 4PANG—.cougy traa and correct • A3ys�i�rtt.��i9t;�ft$ WITNESS my hand and official Seal. Place Notary Seal Above Signalure Ch.' ;er J.Roacfr CERTIFICATE The undersigned,as Assistant Secretary,of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNt Y COMPANY OF CALIFORNIA,does hereby certify that the foragotng Power afAttomey remains In full force and has vat been revoked,and furthermore,that the provisions of ti a resolutions of he respective Boards of Df-recto=s of said co porat?ons set forth in the Power ofAitomay,are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine,California,fha day of APR 13 2010 By- " Alberttllilebrand,Asslstar:t ecretary It�i38rJ(vVet)€Rev.0710i7 'ME PREMIUM IS PREDICATED ON HE FINAL CONTRACT PRICE ANP 1S SUBJECT TO ADJUSTMENT ISSUED IN TWO ORIGINAL COUNTERPARTS BOND NO. 729716P COUNTERPART NO. OF PREMIUM: INCLUDED IN THE PREMIUM CHARGED FOR THE PERFORMANCE BOND PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that Pro-Craft Plumbing Company, Inc. and That Developers Surety and Indemnity Company as Surety, are held firmly bound unto the City of San Juan Capistrano,a legal entity,organized and existing in the County of©range,State of California, hereinafter called the"Owner,"in the sum of. ($1,587,586.00) One Million Five Hundred Eighty Seven Thousand Five Hundred Eighty Six and 00/100 dollars, for the payment of which sum well and truly to be made, we bine[ ourselves, our heirs, executors, administrators, successors, and assigns,Jointly and severally,firmly by these presents. WHEREAS,said Contractor has been awarded and is about to enter into the annexed agreement with said Owner to perform the Work as specified or indicated in the Contract Documents entitled: Eastern Wells 16-Inch Water Pipeline CIP NO. 08802 NOW THEREFORE,if said Contractor,its subcontractors,its heirs,executors,administrators,successors,or assigns shall fail to pay for any materials,provisions,provender,equipment,or other supplies used In,upon, for,or about the performance of the Work contracted to be done,or for any work or labor thereon of any kind, or for amounts due under the Unemployment insurance Code, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such labor,all as required by the provisions of Title XV,Chapter 7,Sections 3247-3252,Inclusive, of the Civil Code of the State of California and acts amendatory thereof, and Sections of other Codes of the State of California referred to therein and acts amendatory thereof,and provided that the persons,companies, or corporations so furnishing said materials,provisions,equipment,or other supplies,appliances,or power used in,upon,for,or about performance of the Work contracted to be executed or performed,or any person, company,or corporation renting or hiring implements or machinery or power for,or contributing to,said work to be done,or any person who perforins work or labor upon the same,or any person who supplies both work and materials therefor,shall have complied with the provisions of said laws,then said suretywill paythe same in an amount not exceeding the sum hereinbefore set forth,and also will pay,in case suit is brought upon this bond,a reasonable attorney`s fee as shall be fixed by the Court. This Bond shall Inure to the benefit of any and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED, that any alterations in the Work to be done or the materials to be furnished, or changes in the time of completion,which may be made pursuant to the terms of said Contract Documents, shall not in any way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said Contractor or said Surety, and notice of said alterations or extensions of the Agreement is hereby waived by said Surety. SIGNED AND SEALED,this 13th day of April 2Q_10 Contractor Pr -Craf Plumbing-.Company, Inc. Sur el7 ,velopers Surety and Indemnity Company I �..,_.._.. .. ---- By Tire y [1,layden la a ing Title resident Itie Attorn y-In-Fact (SEAL AND NOTARIAL ACKNOWLEDGt0ENT OF SURETY) FORM-&1,Cb PAYMENT BOND Nov2001ond,rrpci AGREEMENT ANIS BONDS-PAGE:5 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California Coutntyof— Saiz '- ,_n rdin:o _ _ M, �, � OS 1I / oro w3..r-,�r:. y M w :__o ',,r E.Totua.ry 'Pu!Di i c rne, c7zfe Here insert Name and Title oi'he Offlccr personally appeared „m, ;,- ;- ,.v :t 3�,rr-i r- -,i Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose narne(s) Ware subscribed to the within instrument and acknowledged to me that he/sheithey executed the same in his/her/their authorized CANDY M. COONS capacity(ies), and that by his/her/thein signature(s) on the tt ,, Comrnlsslon # 1777717 , Nofary �atk�llc -Callficrrni® � irlstrur�lei t the person(s), c3 ii1c c,ritiiy aper; behalf of which the person(s) acted, executed the instrument. San Bernardino County Y Comm,Expires Nov,',2011 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESSmy and and official seal. Signature-. _ Placecojr%/'�Sj- Notary Sc-al A€�ove �p OP r i naiw ar Notary Public O TF Though the information beloi�.r is not required by law,it may prove ualuabfo fo persons relying on the documont and could prevent fraudulent removal and reattachrnent of this form to another document. Description of Attached Docu ent Title or Type of Document: 1Document Date; Number of Pales: ____ Signers) Other Than Named Above: � � �_...............-._.__ __._ lnd[vr duaf Di Individual r_1 corporate Officer-----Title(s): _., L.Corporate Officer—Title(s): ❑ Partnor----El Urnited ❑ General 0 Partner—i Limited ❑ General " LJ Attorney in Fact T A4tOrrc, I1 =aCf Top of it urnb hccrc _... : Top c4€;�rrnb here !! u Trustee i L- rustee iI m._i Guardian or ConservatorGuardianor Conservator 11 Other: _.__............ �Other: _ ...... Signer Is Pepresenfing ..._-_ Sinner is Relpresen ;rg:-- L ------ 032007 Nafiona€\diary Asacciatioji•9350 De Suim Ave.,RG-Eox 2402•Ghaisworih,GA 923 E3-21;32-ww,N.NafonalNciarycrg Item#5907 ;3eordei":GallTo€i-Free?-800-876-6927 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of—Riverside PR 13 201 Stephanie D. Montague, Notary Public On _ before me, p � � y , Date Here Insert Name and Title of the Office? personally appeared Julia B. Cladding Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons) whose name(e) is/aFe subscribed to the within instrument and acknowledged to me that -he/shefiey executed the same in+ris/her/ it authorized STEPHANIE 0TAGUE capacity(-ies), and that by*is/her/?Her signatures) on the COMM,#1$ 52 instrument the person}, or the entity upon behalf of NOTARvIF which erson acted, executed the instrument. R�v��s�coa�mv the P � I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my h d p#fi i I e I. Place Notary Seal Above Signature Sig lure pi NI'll,ry uEslia 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 rages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: _ ❑ Individual ❑ Individual M Corporate Officer—Title(s): I=]Corporate Officer---Title(s): ❑ Partner—1` Limited ❑ General 0 Partner—F] Limited f-I General ❑ Attorney in Fact "t�ulmnb [�Attorney in FactE] Trustee 0 Trustee Top of thumb here I Di Guardian or Conservator D Guardian or Conservator C Other: G Other: Signer Is Representing: Signer Is Representing: 02067 National Notary Associalion•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91 S1 2-2402•www.Naliona€Notary.org Item??5907 Reorder:Call Tall-Free 1-804676-6827 15SUED 1N TWO ORIGINAL COUNTERPART" COU14TERPART NO. OF BOND NO. 729716P POWER OF AT TORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORMA PO Bax 19725,IRVINE,CA 92623 (949)263-3300 KNOWALL MEN BY THESE PRESENTS,that as except as expressly Iini`ed,DEVELOPERS SURETYAND INDE,MM TY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each,hereby make,constitute and appoint; ***Kenneth A. Coate, Julia B. Cladding, ,jointly or severalfy*** as thefrtrue and iWul Morney(s)-in-Fact,to make,execute,deiiver and acfa�oavtedge,for and on behalf of said corporations,as sureras,bonds,undertakings and contracts of surety- ship gluing and granting unto saidAttamey(s)-to i ac full poivor and auhor,'fy to da and to perform every act necessary,requis;fe or proper to he done i t connec.4on therewith ns each of said corpa ations COL9d do,butresennng to each of said corporar*ns full pownrof S-4ah uEfen and revoeatlon,and all of the acts of said Attorney(s)-in-Fact,pursuant to these presents, aro hereby ratified and confirmed. This Power of Rttorney is granted and is signed by facsimile underand by authorfi,of the follo�*j resolutions adopted by the respactive Board of Dir%tors of 6i=VELOPER9 SURETY AND(NOEMNITY COMPANY and INDEMNITY C,OMFANY OF CALIFl3IZMA,effective as of January ist,2098. RESOLVE D,that 9fe chairman of the Board,the Ff6stdent and any lice President of the co,7radon be,and that each of them hereby is,autharfzed to exectAe Powers of Affomey,qualifying the attorney(s)named in the Powers of Attorney to execute,on behalf of the corporations,bonds,undertakings and contacts of smtyshlp;and;hat the Secretary or anyAssistant Secretaryof the corporaffons be,and each of them hereby is,authorzad to affest the execution of any such Power of Alforney; RESOLVED,FURTHER,that the sfgnahrr es of such omcers may be affixed to any such Power of Attorney or to any certif 'e-relating thereto by faaximil%and any such Power of Attomoiy or certificate bearing such facsfmlla signatures shall be valid and binding upon the corporatfons when so affixed and in the future with respect to any bond,undertaking or contract of suretyship to fvhk ft it is attached. IN WITNESS WHEREOF,DEVELOPERS.SURETY AND INDEMNITY COMPANY and lNpEMNfTY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Vies President and attested by.their respecifveAszistant Secretary thls January lst,2008. ANDu, Sfepher,T Pate,SanlorVice,President Z a ; i� 10 � CACI �S 0 By. = �: 9936. c�z su 1567Charles L.Clay,Assstant Secrstar3r %��..L!{7 1 �� :� ay 1:1 5tata of Cafffomla �'�,,, ;,,,,+ Ar Couniyof(}range On January f st.Pi108 before me, Chrfstnpher J.Roach,Notary Pubifa Rate Here insert Name and T role of Via Officer personally appears Stenharf T.}3ate and Charles L.Day Ftame(s}of Signers) who proved tome on the basis of satisfactory evidanceto be the pe,7on(s)-whose name(s)Ware subscn'tbed to the within instrument and acknow46dged to me chat&shel4hey ex ectited the same In bWheritheir euthorted capac ty{les),and that by hi(herlfheirsignature{s)on the instrument the person(s),or the entiify Upon behalf of which The porsoff(s)acted executed the instru ent. Jc I certify under PENALTYflF PERJURY under d e laws of the Stste'of Caffamia'hat the foreootng paragraph fs true and correct. VJITkIPSS my hand and official;eat Place NotarySeal Abcve Signatura Ch• wJ,Roach CERT'IFICATV The under—bigned,as Assistant Sacrefary,of DEVELOAI lis 6URE]YAND INDEMNITY COMPANY and INDBINITY COMPANY OF CALIFORNIA,does horaby certify that the foregoing Power ofAttomey remd-is in full force and has not been revoked,and furthermore,that the prcvislo3ns of the resofullons of the raspecffve Boards of Directors of safd corporations set forth in the Power ofAttomey,are in force as of the date of this Certifcate. This Cerfflcafe is axecited in the City of Irvine,Caruomia,filo day of APR 13 2010 By: Albert Hitfobrand,Asststant Secretary 1t-1880(4Ve*(Rev 07?a7) SHE PREM UIVI IS PREDICATED ON AL THE FINAL CONTRACT PRICE AND Is SURIECT TO ADJUSTMFN?- ISSUED IN TWO ORIGINAL COUNTERPARTS BOND NO. 729716P COUNTERPART NO. 2.... OF PREMIUM: $19,376.00 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That Pro-Craft Plumbing Cori an Inc. as Contractor, And Developers Surety and Indemnity Company as Surety, are held firmly bound unto the City of San Juan Capistrano, a legal entity, organized and existing in the County of Orange, California, hereinafter called the"Owner,'in the sum of: One Million Five Hundred Eight Seven Thousand Five Hundred Eighty Six and 00/100 ($1,587,586.00) dollars, for the payment of which sure well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS said Contractor has been awarded and is about to enter into the annexed Agreement with said Owner to perform the Mork as specified or indicated in the Contract Documents entitled; Eastern Wells 16-inch Water Pipeline CIP NO. 08802 NOW THEREFORE, if said Contractor shall perform all the requirements of said Contract Documents required to be performed on its part, at the times and in the manner specified herein,thea this obligation shall be null and void,otherwise it shall remain in full force and effect. PROVIDED,that any alterations in the Work to be done or the materials to be furnished,or changes In the time of completion, which may be made pursuant to the terms of said Contract Documents,shall not in any way release said Contractor or said Surety thereunder, nor shall any,extensions of time granted under the provisions of said Contract Documents, release either said Contractor or said Surety,and notice of such alterations orex tensions of the Agreement is hereby waived by said Surety. SIGNED AND SEALED,this_ 13th �day of April 2{)10 Pr -Craft Plumbing evelopers Surety and Contractof, ni ny Inc. ty in mni t Company By othy cFa dent 8y -uli B. GTadding T e President Tit( At orney-In-Fact (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) FORMU�610 PERFORMANCE BON[ 20€701 14bond.wrii AGREEMENT AND BONDS-PAGE, NOViv'ov 2 / CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of [}n before me, "aodv M. �oo�s/ Notary P.Dn!--�Ii �- personally appeared who provodtom*unthe basis oƒsatisfactory evidence 10 be the person(s) whose name(s) is/are subocnbed to the within instrument and acknowledged to me that -- he/she/they executed the same in hio/her/theirauUnnriogd � =� CANDY ~' ^",vw � capaoity(ies), and that by his/her/their signature(s) on the Con---o^ # 1777'17 no1rumen1 the person(e)' or the entity upon behalf of Son msCountyvvhjnb the person(s) acted, exenutedthe instrument. i certify under PENALTY OF PERJURY under the |owa of the State of California that the foregoing paragraph is true and correct, VV|TNESG my and and official seal. r/�wNotary Seal Above Signature—.--- a of Notary PuD to �� /�ocghmek� , pnam � � mboworequired m�do6um°n/ and could prevent fraudulent removal and reattachment o/WIs ionntoonomerdocument. Description of AttArhedQncunoent Title or Type of Dooument: ......... __��___ Uooumeni Number of Pages: Signer(a) Other Than NamodAbovm: Oa9mcity(iea) C>aim�d byS/Ooe-r(a) O Individual O |ndMdual O Coq�ma� O0�x--Th��)� OCorporate Officer--The(s). U Partner—O Limited OGeneral OPall---O Lill OGaneral O Aitomeyin FactOAttorney in Fao Top adl here lcrp of ihL;rnb here � TlO7luutaa U GuaxjianurConoe/vator O8ou/dianorGnnoerm�or O Other: OOth*r:___________ Signer |aR*p"aneOng:______�� ----��'��~~n '��---------- 0-2007,Natbia�miary A.ssociatjori-g350 De ScAo Ave.,P0.5ox 2402-Chalzwio!lh,CA ltem-,56907 Rearder:Call Toll-Pree 1-800-876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Riverside APR 13 2010 On before me, Stephanie D. Montague, Notary Public Date Here Insert Name and Title of the Officer personally appeared Julia B. Cladding Name{s)of Signers) , who proved to me on the basis of satisfactory evidence to be the person(&) whose name(&) is/4e subscribed to the within instrument and acknowledged to me that STEPHANIE Q.MONTAGUE -he/sheAhey executed the same in-his/her* r authorized COMM.#9854652 capacitykies , and that by 4,alher/Iherr signature(} on the NOTARY PUBLIC.-CALIpORMIfA instrument the person, or the entity upon behalf of REVERSID C0i#d7Y My Comm.E*es June 18,2010 which the person(,&) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNES;my jd6nd icia seal. Signature Place Notary seal Above Signature o!No r Public OPTIONAL Though the information below is not required by lays, 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 bate: _ Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: _ Signer's Name: ❑ Individual ❑Individual Corporate Officer—Titie(s): ❑Corporate Officer—Title(s): ❑ Partner—El Limited F! General _ ❑ Partner ❑ Limited ❑General M.. ..1oln 71 3W alill ❑ Attorney in Fact ❑Attorney in Fact • ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator Other: r other: Signer Is Representing: Signer Is Representing: 02007 National Notary Association-9350 De sato Ave„PO.Box 2402•Chatsworth,CA 91313-2402•www.NationalNotary.org Ilern#5907 Reorder:Calf Toll-Free 1.800-876-6827 ISSUED IN TWO ORIGINAL COUNTERPART" COUNTERPART NO. 2., OF BOND NO. 729716P POWER OF ATTORNEY FOR DEVE!O PERS SURETY AND IN D0ArNITY QWAPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 119725;IRVINE,CA 92623 (949)253-330 KNOWALL MEN BY THESE PF0ENTS,that as except as expressly Iimitad,DEVELOPERS SURcTYAiNO NI DEMNI E Y COMPANY and WOEMMTY COMPANY OF CALIFORNIA,do each,Hereby make,constitute and appoint: ***Kenneth A. Coate, Jt.Iffa B. Gledding, jointly -or rr severaffy*** as t='he'n tram and Iaurful Attomey(s)-irr-Fact,to make,execute,d&[or and acknowledge,for and on behaff o€said corporations,as sureties,tonus,undertakings and contracts ofsurefy- snip giving and granting unto saidAttorrey(s)41-Fact foil power and au'ldi r ty to do and to perform every act necessary,regvlsite or proper to be done in connection ihErewi h as each of said corporators could do,but reserving to each of said eorporalorts full power of substtufien and revocation,and ah of the acts of said Attorney(s)-in-Fact,pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted a3nd's signed by facslmr is under and by authority of the follovAng resolutions adopted by the respective 3oard of Rlrectors of DEVELOPERS SURET'r AND INDEUNiITY COMPANY and INDEMNITY gOfvlPANY OF OALIF'ORWA,effective as of January fst,2008. RESOLVED,that the chairman of the Board,the President and any Vaca President of the corpora5on be,and that each of them herby Is,aarJior-wad to execute Powers of Attorney,quaiffying the aYorney(s)named in the Powers of Attomey to exocule,on befialf of the corporaRms,bonds,undertakings and contacts of suretyst ip;and that the.Secrefary or any Assistant Secretary of the corporations be,and aach of them hereby is,authorized to attest the execution of any such Powerof Attorney; RESOLVED,FURTHER,that the signatures of such of icefs may be afrked to any such Pv'ver OfAttomey orto any ee,flficate refaling thereto by facslnille,and any such Power of Attorney or cedfcate bearing such facsirnile s!gnatures shalt be valid and binding upon the corporations wt sn so affixed and in''ha future widt respect to any bond,undertaking or contract ofsuretystrip to whlds it Is attached. IN WITNESS MgEREOF,DEVELOPERS SURM AND lKDEWIMTY COMPANY and INQEMNfTY COMPANY CF CALIFORNIA have severally caused these presents to be signed by their respedve Vice Presidentarid attested by their respective Assisfanf Secretary tti)s January 1st,2048, By: ell Stephen T.Pate,Sento Vice President y 1*0 `+4��Sr CrygCl q �, y r � ,t rl OCT. �/ guru ttl QCT_5 1957 Charles L Day,Assistant Secretary State of Califorrila County of Orange On January i st,2008 before me, Christopher J.Roach,Notary Public pate Here Insert Narrre and i'Na of the Officer personafly appeared, Stephen T.tate and Charles L.Day Name(s)ofSfgner(s) who proved to me on the bask of satts€actory evidence to be the pew n(s}.vlhosa nama(.$)is{are subscribed to the within instru,rent and acknowledged to me that hafshsMey executed the same In;ifSffre*4k authorized capadfy(ies),and that by histheritheir signaturefs)on the instrument the persons),or the entry upon behalf of tis which the person(s)acted,ezecuied tyre instrument, - comm.##gym ff tJ��ttS1 al i�t� g I certify underPEN,4LTYOF PERJURY under to awe of the S die"of CaElfomia'that the foregoing paragraph is true and Correct WITNESS my hand and omcial$eat. Nlas;e Notary Sea]Above Signature - Oh' or J.Roach CERTIFICATE The mderslgnad,as Ass=stmt Secretary,of 8EVELOPEPS SURETYAND INDEfrit'IITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,does hereby certify that theforegdrig Pourer of Rttamey remains tan frr11 farce and has not been revoked,and furthermore,that the provisions of the resolutions of the respective Beards of Directors of said corporations setforth in the Power of Attorney,are in force as of the date of this Csrtifrrcats. This Corti to is executed in the GL< of frvfne,Cailamia,the day of APR 13 2010 -"'Albert fiih brand,AssstantLecretary lf}'is""8v(rVsij(Aev.07101-J - PREMIUM IS PREDICATED ON a,d FINAL CONTtIACT PRICE AND IS SIA3JFC T TO AWI IMMENT ISSUED IN TWO ORIGINAL COUNTERPARTS BOND NO. 729715P COUNTERPART NO. OF PREMIUM: INCLUDED IN THE PREMIUM CHARGED FOR THE PERFORMANCE BOND PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that Pro-Craft Plumbing Company, Inc. and That Developers Surety and Indemnity Company as Surety, are held firmly bound unto the City of San,Juan Capistrano,a legal entity,organized and existing in the County of Orange, State of California, hereinafter called the"Owner,°in the sum of: ($1,587,586.DO) One Million Five Hundred Eighty Seven Thousand Five Hundred Eighty Six and 00/1€70 dollars, for the payment of which sum well and truly to be Dade, we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally,firmly by these presents. WHEREAS,said Contractor has been awarded and is about to enter into the annexed agreement with said Owner to perform the Work as specified or indicated in the Contract Documents entitled: Eastern Wells 16-Inch Water Pipeline Cllr NO. 08802 NOW THEREFORE,if said Contractor,its subcontractors,its heirs,executors,administrators,successors,or assigns shall fail to pay for any materials,provisions,provender,equipment,or other supplies used in,upon, for,or about the performance of the Work contracted to be done,or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code,or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors pursuant to Section 13028 of the Unemployment Insurance Code with respect to such labor,all as required by the provisions of Title XV,Chapter 7,Sections 3247-3252,Inclusive, of the Civil Code of the State of California and acts amendatory thereof, and Sections of other Codes of the State of California referred to therein and acts amendatory thereof,and provided that the persons,companies, or corporations so furnishing said materials,provisions, equipment,or other supplies,appliances,or power used in,upon,for,or about performance of the Work contracted to be executed or performed,or anyperson, company,or corporation renting or hiring implements or machinery or power for,or contributing to,said work to be done,or any person who performs work or labor upon the same,or any person who supplies both work and materials therefor,shall have complied with the provisions of said laws,then said suretywill paytlhe same in an amount not exceeding the sum hereinbefore set forth,and also will pay,in case suit is brought upon this bond,a reasonable attorneys fee as shall be fixed by the Court. This Bond shall inure to the benefit of any and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED,that any alterations in the Work to be done or the materials to be furnished,or changes in the time of completion,which may be made pursuant to the terms of said Contract Documents,shall not in any way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said Contractor or said Surety, and notice of said alterations or extensions of the Agreement is hereby waived by said Surety. SIGNER AND SEALED,this 13th day of_ Apr;1 2p_ 1_o ContractorP Craft umbing Company, Inc. Su d�elo and Indemnity Company ers SuretY By — Iyti Ti y McFayden / u Ta a ing Title President Tllo Atto ney-In-Pact (SEAL_AND NOTARIAL ACKNOWLEDGMENT OF SURETY) FORM u-sz0 PAYMENT BOND ni v200cb«a.ya AGREEMENT AND BONDS -PAGE 5 CALIFORNIAALL-PURPOSE ACKNOWLEDGMENT State of California County of Sa-,- _-yr-nG rd ii i..o _ C:and.y '1a Coons, -Notary Publ.-Lc On --04 1 4� 10 before me, Date Here insert Name and' itle o`the Officer personally appeared , P- 3. _-1 Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose names) is/are subscribed to the Within instrument and acknowledged to me that he/she/they executed the same in i 3is/herltheir authorized CANDY K COONS capacity(ies), and that by his/her/their signature(s) on the ' Commission # 1777717 instl"Ullel,t Cite z E pei-son(s), or the entity upoi} behalf or Notary Patello - California z x Son Bernardino County ' which the person(s) acted, executed the instrument. MY Comm,l Nov 3,2011 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESSmy nd and official sea(. Signature , Lunt--a— Place Notary Seal Above Sf tureJ 1 41, of NMary Public - OPTIONAL Though the information Belo€Av is not required by lav, it may prove uatuabto to persons r Gln ori the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached DOCUfllent Title or Type of Document: rDOCUrnent Data:. _ ._ _._ _..Number of Pages- Signers)Other Than Flamed Above: Capacity(les) Claimed by SignLar(s) L individual ❑ Individual ❑ Corporate Officer-1-itle(s): _ ❑ Corporate Officer—Tiiio(s): ❑ partner—❑ Limited ❑ General I.:� Partner— .. Limited ❑ General t ;t:--1 El Attorney in Fact Wop I L]AtterrEey in fact I=T Trustee zthumb hero ❑.m'LNSi e Tip of them here ❑ Guardian or'Cori-seivator L'I GuFi l#gin or Conservator ❑ Othor:_ _ r;Cather: � Signer Is Representing) 1 Vii[E�sr !e F oreser .. . El n _.-... 2007Nakr.alNniaryAssodafior?•9250Du3*"oAVet 'PC7.Box2402•ChatsworlhTGA91313-202•wuw.NalionalNotary.org Item#5907 Peorder:Gall`ro€l-'C=reel-806-876-Sb27 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Riverside On APR 13 2010 before me, Stephanie D. Montague, Notary Public Date Here Insert Name and Tithe of the,Officer personally appeared Julia B. Gladding Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons) whose name(&) is/ore subscribed to the within instrument and acknowledged to me that 49e/sheAhey executed the same in-Iis/herMi6r authorized STEPHANIE D.MONTAGUE capacitykies , and that by 44&/her/ter signatures) on the 2 COMM.#1852 instrument the persons}, or the entity upon behalf of NOTARY��C� which the persono acted, executed the instrument. My Comm.Ex�s JW*18,20.1 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my an ffici I seal. Signature Place Notary Seal Above ignature N Lary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s)., _— El Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner--❑ Limited ❑ General Attorney in Fact ❑Attorney in Fact • ❑ Trustee dap of thumb here ❑Trustee Top of thumb here Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: 02007 Nacional Notary Association•9350 De Soto Ave.,PO.Bax 2402-Chatsworth,CA 91313-2462•www.NationaENotaryorg Item#5907 Reorder:Call Toll-Free 1-800-876-6827 !SSUED. I N TWO OR J QJ NAL COUNTERPART' COl1':iT> RPART NO. OF BONE? NO. 729716P PG1 R-OF A3TORNEYFOR DEVELOPERS SURETY AND INDEMNITY COMPANY WDEMNITY COMPANY OF CALfFORNIA P4 Sox 19725,iRVJNC.GA 92623 {949)288-3300 KNCWALL MEN BY THESE PRESENTS,that es except as expressfy frilled,DEVELOPERS SUREt Y AND INDEi iMTY CQ&MANY and iNCEF'iNIT`;COMPANY OF CALIFORNIA,do each,hereby make,constitute and appoint **Kenneth A. Coate, Julia S. Gladding, .jointly 'or severally*** as tlhefr bva and lawful Atforney(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings and contracts cfswety ship gluing and granting unto said Ai:omoyfsJ in-Fact MI power and auihor'ty to do and to perfoem ovary act necessary,raqu!zite or proper is be done in connecacn therewith as each of said corporations could do,butresetving to each of said corporations full power of subsblufion and revicea+aen,and all of the acts of said Attorneys)-in-Fact,pursuant to,these presents, are hereby rai.'led and confirmed. This Power of Attorney is granted and is signed by facs'imfle under and by authority of the followJng resolutions adopted by the respective Sward of 01ractors of DEVELOPERS SURETY AND INDEMNITY COMPANY and[NDEMNITY COMPANY OF CALIFORNIA,effective as of January fst,2008. RBSOLVED,that the chairman of the Board,the Pres!dentand any Vice Presldentof the corporation be,and that each of thorn he, is,authorized to execute Powers of Almmey,qualifying the attoroey(s)named In the Powers of Attorney to execute,on behalf of the Corporations,bands,underrakfngs and contracts of suretyship;and that the Secretary or anyAssistant Secrefary of the corporations be,and each of them hereby is,authorized to attest the exacutiari of any such Poweraf Attorney; RESOLVED,FURTHER,that the signatures of such ofncets may be of Ixed to ary such Powe;ofA",,omey or to any certificate relating thereto by facsimife,and any such Power ofAttomey or certificate bearing such facsimile signatures shall be valid and binding upon the corporations uhan so afnxad and in the future with respect to any bond,undertaking or contract of suretyship to which it Is attached. IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Vice Presidentand aitesfed by their respeclivaR.—fant Secrelary this January 1st,2008, ,vncc++ri,ra, By: � m�'` � ADFt]ly�j.. a4cAfsfYp� Stephen T Pete,Senior tree President © PQgh�= i'C? � 3 i By' cos 1936, ice= sir i7 Charles L Day,Assistant Secretary �EtroF�� State of Cafrfomia County of Orange On Janna 1 sl'2008 before me, Chrfsto hn er J.Roach Notate Pubffe Data Hare Insert Name and7a of the Offfcer personally appeared Stephen 7 Jute and Charles L.flay Name(s)of S!5nar(s) who proved to me on the basfs of satisfsctary evidence to be the peTon(s).whose names)Isfare subsrr d to the withitt insUumentand aclttsoufedgod to me that hefshat hey executed the eama lnhlsiherltheir authorzed capaciiy(ies),and that by his/herlthair signatures)on the instrument the person(s),or t:he entity upon ehaff of which the persopfs)acted,executed the Instrument. 00W1.gr 17 ` 1 cantly under PENV LTY OF PERJURY under the laws of the State of CaSfomla that the foregoing paragraph Is � true and correct tit Comm 19, 1 . WITNESS my hand and official'seal. Pince,Nota:y Sea]Above signature CEnT1FIGATB The undersigned,as Assistant Secretary,of OEVirLOPPRS SUREfYAND INDEMNJ;f COMPANY and IND IANiTY COMPANY OF CALIFORNIA,does hereby citify that the foregoing PCwer of Attomey remains In full force and has net been revoked,and furthermore,that the provisions of the resolutions of the respective Boards of DIredors of sed corporations sot forth in the Power ofAttomey,are In force as of the date of this Ceftificate. This Cartfi€cafs is executed ifs the City of Irvine,Cafdomfa,the day of APR 13 2010 Albert HiJle2rrand,Rsslstar;t ecretary Ialsso{�v��(�e�a7ra7) . :308 N. lea t,adona Drive CM P.O. Box?88 CITIZENS Colton, CFaliforrzia 92324 B u s T N E s s BANK Phone (909) 825-9800 April 14, 2010 Cih, of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92676 Project: Eastern Wells 16-inch Water Pipeline Escrow Agreement Deposit Instructions As requested, here are the instructions for snaking recurrizib deposits to the Escrow Account for our client Pro-Craft Plumbi t,g Co Inc. The Escrow Account is Cei-tificate of Deposit # 236-995-6845 .Account deposits should be �naJ by �T,.aiL Please send cheekpayable to Pro-Craft Ply.mbing Co Inc for deposit only to: Citizens Business Ilarkk Bank--by-:Mail Account# 236-99.---6845 ,;o8 I . La Cadena Drive Calton, CA 92324 Upon receipt of cheeks, we will credit the Escrow Ac_-Ou=1t and mail the receipt to Piro--Craft Plumbing Co Inc. for their records. Citizens Business Bank also maintains records of all deposits made to the Esc.rcr.� Account. At: completion of agreement, a notic( .,61]. be provided with balance iir��ludhig intekest earned, If further information is needed, please feel free to ooi tact me or Patricia "Tapia a, 9o9.325.9800,',gyre will gladly assist you with w+ny coi coxn.s. Thank you for your collaboration. We look forward t:.,seI:7�ng your banking needs, sincerely, Christina J. Valdez Financial Sales Representative "The Ba tic.Basirzess Basks On." ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into, as of April 13, 2010 by and between the Cit of San Juan Capistrano whose address is 32400 Paseo Adelanto San Juan Capistrano, CA 92675 hereinafter called "City," and P1 0-.0 Plumbin Com am Inc., whose address is 31597 Outer Hwy. 10 S., Ste. B, Redlands, CA 92373, hereinafter called "Contractor" and Citizens Business Bank, whose address is 308 N. La Cadena ®rive, Colton CA 92324, hereinafter called "Escrow Agent." For the consideration hereinafter set forth,the City, Contractor, and Escrow Agent agree as follows: (1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by City pursuant to the Construction Contract entered into between the City and Contractor for Eastern Wells 16-inch Water Pipeline Prosect (CIP N,0. 08802) in the amount of ($1,587,586.00), dated , (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agency shall notify the City within ten (10) days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the City and Contractor. Securities shall be held in the name of the City, and shall designate the Contractor as the beneficial owner. (2) The City shall make progress payments to the Contractor for those funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. (3) When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this Agreement is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this Agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. (4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor, and Escrow Agent. Page 1 (5) The interest earned on the securities or the money market accounts held in Escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City. (5) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from the City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. (7) The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days` written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. (8) Upon receipt of written notification from the City certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less Escrow fees and charges of the Escrow Account, The Escrow shall be closed immediately upon disbursement of all monies and securities on deposit and payments of fees and charges. (9) Escrow Agent shall rely on the written notification from the City and the Contractor pursuant to Sections (5) to (8), inclusive, of this Agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above. (10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as set forth on the following page. In signing below; the Contractor covenants that it has complied with the signature requirements described in Paragraph 4 of the Information for Bidder Form. On behalf of City On behalf of Contractor: City of San Juan Capistrano Pro-Craft Plumbing Company, Inc. CEQISEC Titi Title 4ee"E4,-- T;.mothv WcFaVdeV( Flame /a! /P;� Si nature 32400 Paseo Adelanto uter 1-1n. 10 S. Ste. 13 San Juan Capistrano, CA 92675 Redlands CA 92373 J Cage 2 tt P �� A� TO FORM On behalf of Escrow Agent: Citizens Business Bank Branch Mana er Title Title Lou Buitro Dame Dame Signa ure 308 tv. La caaena Drive Signature Colton, CA 92324 Address Address At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. City Contractor 4m " an Juan pistrar.o Pro-Craft Plumbing Company, Inc, 2 CEO/SEC Title 1 Timofh Fa de Nam S atu re r Escrow Agent Citizens Business Bank Branch Manager Title Title Lou Buit on Name Name Sian u.e Signature RESOLUTION NO. 11-06-07-03 A RESOLUTION OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE EASTERN WELLS PIPELINE PROJECT (CIP 08802). WHEREAS, on the April 6, 2010, the City of San Juan Capistrano entered into a contract with Procraft Plumbing Company, Inc., for construction of Eastern wells Pipeline and, WHEREAS, the Engineer has evaluated the final quantities and cost figures and recommends approval NOW, THEREFORE, BE IT RESOLVED, by the City of San Juan Capistrano 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 in the amount of $1,764,885.19 SECTION 3. That the work is hereby accepted and approved. SECTION 4, That the City Clerk is directed to forthwith forward a "Notice of Completion" to the County Recorder of the County of Orange for recording. PASSED, APPROVED, AND ADOPTED this 7th day of Ju e, 2011. AM ALLEVATO, MAYOR ATTEST: MAMA-MORRIS), vlT C ERK STATE OF CALIFORNIA j COUNTY OF ORANGE ) ss' CITY OF SAN JUAN CAPISTRANO } I, MARIA MORRIS, appointed City Clerk of the City of San Juan Capistrano, do hereby certify that the foregoing Resolution No. 11-06-07-03 was duly adopted by the CitX Council of the City of San Juan Capistrano at a Regular meeting thereof, held the 7 day of June 2011, by the following vote: AYES: COUNCIL MEMBERS: Freese, Taylor, Kramer and Mayor Allevato NOES: COUNCIL MEMBER: Reeve ABSENT: COUNCIL MEMBER: None MARIA M , Ci y Clerk CITY OF SAN JUAN CAPISTRANO Eastern Wells Pipeline (CIP 08802) Contract Change Order No. 2 April 25, 2011 CONTRACTOR: Pro-Craft Plumbing Company, Inc. This Change Order covers changes to the subject contract as described herein. The Contractor shall perform all work as necessary or required to complete the Change Order items for the prices agreed upon between the Contractor and the City. 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. In accordance with the contract provisions, the following changes in the contract and/or contract work are hereby authorized and as compensation, the following additional to or deductions from the contract price are hereby approved. 1. The work performed under this request was initiated by the Public Works Department project manager. The installation of the new 16" pipeline soon goes above ground once it enters the Groundwater Recovery Plant (GWRP) and is braced by pipe supports before it connects to the existing plant system. Staff was concerned that the pipe, which is simply cradled on the supports, could be at risk of failing off the supports during a seismic event. The proposed solution of strapping the pipe to the supports at two locations was reviewed for seismic loading by AKM Consulting Engineers and installed by Procraft Plumbing. Total Cost to the City: $1,011.06 '` 2. During excavation it was discovered that the existing casing was 57 feet longer than shown on as-built plans that were the basis for the design. Because the FPVC had already been delivered and fused to the length required on the plans additional pipe had to be found, delivered, and fused to meet the new length requirements. FPVC is extruded on a pre-ordered basis and normally takes a 60 day lead time. The supplier, understanding our immediate need, was able to locate 60 additional feet of 16" and 20" (for the internal casing) FPVC at their testing lab in Kentucky. The total cost to deliver the pipe from Kentucky and the fusing equipment from Northern California. 1 Total Cost to the City: $4,350.00 Add 1 Working Day 3. Cost to install 57 feet of additional 20" PVC Casing at a unit price of $145/ft. Tota[ Cost to the City: $8,265.00 Add 5 Working Days 4. Cost to install 57 feet of additional 16" PVC Pipeline at a unit price of$132/ft. Total Cost to the City: $7,524.00 Add 5 working days 5. During construction of the 16" on the east side of the freeway, near the connection with the existing 12" domestic pipeline which runs parallel to the freeway, it was found that the location of the existing connection point was off requiring an additional 75 feet of 16" PVC at a unit cost of$133/ft. Total Cost to the City: $9,975 Add 2 Working Days 6. The original plan called for connections of the new line at seven locations. Work includes all pipe, valves, fittings and thrust blocks required to make the connections. The final project included two additional connections for a total of nine. These included the additional connection to the existing San Juan Creek Road Pressure Reducing Station and the development of two temporary connections for the bypass of the 350 supply during the MET import water shutdown. Staff was able to negotiate these two temporary connections as counting as one. The bid cost per connection is $14,350. Total cost for two additional connections. Total Cost to the City: $28,700 Add 5 Working Days 7. The contractor was not required to pull an SCRRA (railway work) Permit as was originally requested by Metrolink. Credit to the City : -$7,000.00 8. Because a SCRRA Permit was not required the contractor was not required to put his workers through OCTA Safety Training. This resulted in a cost savings and credit to the City. Credit to the City: -$1,320.00 9. During excavation of the receiving pit for the new 350 line connection in the Capo Home Center the contractor found that the line that was to be connected to was encased in 1 to 2 feet of concrete. The as-builts for the line had not shown this encasement so it was not shown on the construction plans for the new 350 line. Cost to remove the encasement to allow the new installation and connection. Total Cost to the City: $2,986.00 2 1 O.There was fear that the actual location of the existing 350 line was not clearly known or represented on the plans. Instead of having the possibility of the jacked casing coming into conflict with the existing line during the jacking process which may have required realignment of the casing at extreme cost city staff requested that the line location be potholed and verified prior to beginning of the jack and bore process. Cost to pothole and repave the area after verification based upon time and materials approved by the City inspector. Total Cost to the City; $2,489 Add 1 Working Day 11. In order that the City be able to utilize the 12 inch line which runs parallel to the eastside of the freeway for a portion of the well supply line the Department of Health Services required that the City verify that there were no active domestic services still provided by the line. Video review of the line revealed one closed service that required capping. Cost to cap the service based on time and materials. Total Cost to the City: $2,801.00 Add 1 Working Day 12. Because the casing under the railroad right-of-way was longer than depicted on the plans for the project, the contractor had to spend additional time and manpower to locate the casing in the City Yard. Cost to excavate the end of the casing based upon time and materials. Total Cost to the City: $1,385.00 Add 1 Working Day 13. When excavating the connection to the existing 12" on the eastside of the freeway the contractor encountered a large concrete thrust block that had to be removed to perform the tie-in. the cost to remove, haul off, and properly dispose of the interfering concrete based upon time and materials. Total Cost to the City: $2,450.00 Add 1 Working Day 3 14. Because the railroad casing proved to be 57 feet longer in the field than shown on the plans or the as-builts there was more FPVC required (See Change Order Request 21024 -10). Consequently there was 57 feet less PVC pipe required. Credit to City for 57 feet of PVC at the bid price of$133/ft.: Credit to the City: -$7,581.00 Eastern Wells Pipeline (CIP 08802) Contract Change Order No. 1 The Original Contract Cost was $1,587,586.00 Change Order No. 1 approved 2/15111 $121,264.19 The cost of this Change Order is: IL6,035.00 The total cost of this project is: $1,764,885.19 The Contractor agrees to furnish all labor and materials and to perform all necessary work required to complete the tasks associated with this Order. This document will become a supplement to the contract and all provision will apply hereto. It is understood that the Change Order shall become effective when approved by the City. REC ED: Joe Mankawi Asso ate Engineer Date A D:yden, Pro-craft Plumbing p to Nasser Abbaszadeh, Director of Public Works Date Dave Adams, Interim City Manager Date 4 Today's ©ate: / Transmittal Routing (Check All That Apply) ❑ City Attorney El City Manager City Clerk CONTRACT TRANSMITTAL CIP No. (if any): _. Project Manager's Last Name: vo JM& Phone Extension: Council or CRA Meeting ©ate (if applicable): APPROVING AUTHORITY: (Check One) Mayor CRA Chair City Manager Provide (1) executed original contract for each signing party, including the City. If the agreement is to be recorded —only (1) original will be recorded with certified copies going to other parties. Please provide the mailing address of any party to receive an agreement — unless the mailing address is included within the body of the agreement: (Not necessary if information is included in the contract) Names ; 5.treet. . . Cit ___ St Zi OTHER INSTRUCTIONS: 1. 32400 PASEC,ADELANTO i I MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRA NO,CA 92675 �i� � L, 'l- SAM ALI_EVATO (949)493-1171 (949)493-1053 FAX ® E�EOAroenr€o LAURAEREESE . ESTBErISREk THOMAS W.HRI13AR wtivwsayajuarzcapistd of .,z..., I776 MARK NIELSEN DR.LONDRES USO JUL 1 X010 i NOTICE TO PROCEED TO: Pro-Craft Plumbing Company 31597 Outer Hwy 10 South, Suite B Redlands, CA 92373 Project: Eastern Wells Pipeline (CIP 08802) Amount of Contract. $1,587,586.00 You are hereby notified to commence work on the referenced contract July 1, 2010, and to fully complete all of the work of said contract within 100 consecutive calendar days thereafter. Your completion date is October 8, 2010. The contract provides for an assessment of the sum of $750.00 per day as liquidated damages for each consecutive calendar day after October 8;' 2010 that the work rems incomplete. D, t t t' July 2010. e f1 Morris City lerk ACCEPTANCE OF NOTICE Recei t of the foregoing Notice to Proceed is hereby acknowledged by this day of 2010. 1 d PTO -7 f By Tittd: date cc: Joe Mankawich, Associate Engineer SD .San .duan C'alfistr^ano Preserving the .Fast to Enhance the Future Primed on 100%recyc+ed paper t I 32400 PASEO A®ELA PR TO ! 1 MEMBERS OF THE CITY COUNCIL SAN JUAN CAPIS"CRANO,CA 92675 (949)493-1171 - SAM ALLEVATO (949)493-1053 FAx ® IAFORPl3HATf6 L URAFREESE fnealswfa 196@ THOMAS W.HRfBAR www.sanjuancapistrano.org 1776 " MARK NIELSEN ® W DR.LON€RES USO e � NOTICE TO PROCEED TO: Pro-Craft Plumbing Company 31597 Outer Hwy 10 South, Suite B Redlands, CA 92373 Project: Eastern Wells Pipeline (CIP 08802) Amount of Contract: $1,587,586.00 You are hereby notified to commence work on the referenced contract July 1, 2010, and to fully complete all of the work of said contract within 100 consecutive calendar days thereafter. Your completion date is October 8, 2010. The contract provides for an assessment of the sum of $750.00 per day as liquidated damages for each consecutive calendar day after October 8, 2010 that the work rem s incomplete. D,6t pth duly 2010. 1�xMorris Cifiy Jerk ACCEPTANCE OF NOTICE Receipt of the foregoing Notice to Proceed is hereby acknowledged by this day of 2010. By: Title: date ..{. P cc: Joe Mankawich, Associate Engineer San Juan Capistrano: Preserving the Fast to Enhance the Future Printed on 100%recycled paper MEMORANDUM TO: Maria Morris, City Clerk FROM Joe Mankawich DATE: 7/6110 SUBJECT: Notice to Proceed for Eastern Wells Pipeline (CIP 08802) The following information is provided for the Notice to Proceed on the above referenced project: Name of Contractor: Pro-Craft Plumbing Company, Inc. Address of Contractor: 31597 Outer Hwy 10 South, Suite B Redlands, CA 92373 Begin work on: 7/1/10 Complete in 100 calendar days. Completion date is: October 8, 2010 Amount of Contract $1,587,586.00 Liquidated damages are $ 750/Day 32400 PASEO ADELANTO l y MEMBERS Or THE C[TY COUNCIL SAN JUAN CAPISTRANO,CA 92675 /j' SAMAI.LEVATO (949) 93--1171 la[OA a�a Es LAURAFREESE (949)493-1053 FAX ES4111590 � ) �( LARRY KRAPdER www.sanjuancapistrano.org 1776 DEREK REEVE JOHN TAYLOR June 27, 2011 Pro-Craft Plumbing Inc. 31597 Outer Highway 10 South, Suite B Redlands, CA 92373 Re. Eastern Wells Pipeline.Project CIP 08802 To Whom it May Concern: At their meeting of June 7, 2011, the City Council of the City of San Juan Capistrano adopted Resolution 11-06-07-03 accepting the work as completed for the construction of Eastern Wells Pipeline Project (CIP 08802). 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 June 17, 2011; therefore, the final payment in the amount of $176,488.52 may be released on July 21, 2011. If you have any questions, please do not hesitate to call. Very truly your , Christy Jakl, Deputy City Clerk CC' Nasser Abbaszadeh, Public Works Director Joe Mankawich, Associate Engineer Dottie Crawford, Accounting Technician San Juan Capistrano. Preserving the Past to Enhance the Future i 32400 PASEO ADELANTO � MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 % SAAR ALLEVATO (9.49)493-1171� � �InEONv9RAtEu LAURA FREESE (949)493-1053 FAX ° EstwsllSEt I6a LARRY KRAtuSER www.sanjuancapistrano.org 1776 [DEREK REEVE JOHN TAYLOR June 9, 2011 Clerk-Recorder's Office County of Orange P.O. Box 238 Santa Ana, California 92701 Re: Document for Recording — Notice of Completion The noted documents are enclosed for recording: • Notice of Completion Pro -Craft Plumbing CompanyInc., Eastern Wells Pipeline Project (CIP 08802). • Notice of Completion — GCI Construction, Inc., Eastern Wells Pipeline Project (CIP 08802). When placed of record, please return the recorded documents to this office. Thank you for your assistance. Kindest Regard J Christy Jakl Deputy City Clerk San Juan Capistrano: Preserving the fast to Enhance the Future �., Printed an 100%recvded paper 6/7/2011 AGENDA REPORT D12 TO: Dave Adams, Interim City Manager FROM: Nasser Abbaszadeh, Public Works Director SUBJECT: Consideration of Approval Change Order No. 2 and Notice of Completion for the Eastern Wells Pipeline Project (CIP No.08802) (Procraft Plumbing, Inc.) RECOMMENDATION: By motion, 1. Approve Change Order No. 2 to the Eastern Wells Pipeline Construction Contract with Procraft Plumbing Company, Inc. (Procraft) in the amount of $56,035; and, 2. Approve an appropriation of $36,840 from the Water Capital fund to the CIP 08802; and, 3. Adopt a Resolution approving a Notice of Completion for the Eastern Wells Pipeline Project (CIP 08802); and, 4. Direct the City Clerk to process recording of the notice; and, 5. Authorize staff to release the retention in the amount of $176,488.52, thirty- five days after recordation. SITUATION: Summary and Recommendation: City Council, at their regular meeting of April 6, 2010, awarded the construction contract for the Eastern Wells Pipeline Project (CNP 08802) to Procraft Plumbing Company Inc. (Procraft) in the amount of $1,587,586. The Eastern Wells Pipeline Project consists of the construction of approximately 2 miles of 16 inch PVC transmission line which delivers raw water from the new Eastern Wells to the Groundwater Recovery Plant (GWRP) (Attachment 1). Procraft commenced construction on July 5, 2010, and on April 25, 2011, completed construction. During the construction of the pipeline a number of unforseen construction Agenda Report June 7, 2011 Page 2 issues came to light. In particular, unexpected underground interferences added to the scope of work for the project (Attachment 2). The total cost of Change Order No. 2 to the Eastern Wells Pipeline Project (CIP 08802) is $56,035. This represents a 3.6% increase to the total cost of the project. Staff recommends approval of Change Order No. 2 due to changed field conditions and City directed changes to the scope of work. Staff recommends approval of a Resolution adopting a Notice of Completion (Attachments 3 and 4) for the Eastern Wells Pipeline Project (CIP 08802). COMMISSION/BOARD REVIEW AND RECOMMENDATIONS. The Utilities Commission received updates on this project at their April 26, 2011, meeting. They provided no comment or recommendation regarding this project at that time. FINANCIAL CONSIDERATIONS: The FY 201012011 City Budget carried forward funding of $2,448,359 from the previous fiscal year. This funding covered the bid cost of the pipeline and well facilities $2,403,486, with little to spare for other project costs. At their February 15, 2011, City Council meeting City Council approved Change Order No. 1 for the Eastern Wells Pipeline and Well Equipping projects for a total of $147,418.23. Additional funding to cover staff time, construction engineering and Archeo/Paleo monitoring was also approved. The total project budget for CIP 08802 was increased to $2,778,359 at that time. Total costs encumbered for CIP 08802 this year are: City Staff Costs (Public Works Project Management and Inspection) $ 49,666 City Staff Administration Costs (Admin Services) $ 11,060 Contract Engineering Support $ 56,360 Contract Arch eo/Paleo/Cu ltural Services $ 60,305 Supplies, Maintenance and Services $ 12,196 Outside Construction Contracts (Procraft, GCI) $2,403,486 Change Order 1 — Eastern Wells Pipeline (ProCraft) $ 921,264 Change Order No. 1 -- Equipping of the Eastern Wells (GCI) $ 26,154 Change Order No. 2 —Eastern Wells Pipeline (Procraft) $ 56,035 Change Order No. 2 — Equipping of the Eastern Wells GCI 18&73 Total Project Costs $2,815,199 Revised Budget $2,778,359 Budget shortfall $ 36,840 Agenda Report June 7, 2011 Page 3 Staff recommends that an appropriation of $36,840 be made from the Water Capital Fund to the Eastern Wells Project (CIP 08802) to cover this shortfall. NOTIFICATION. Procraft Plumbing Company, Inc RECOMMENDATION. My motion: 1. Approve Change Order No. 2 to the Eastern Wells Pipeline Construction Contract with Procraft Plumbing Company, Inc. (Procraft) in the amount of $56,035; and, 2. Approve an appropriation of $36,840 from the Water Capital fund to the CNP 08802; and, 3. Adopt a Resolution approving a Notice of Completion for the Eastern Wells Pipeline Project (CIP 08802); and, 4. Direct the City Clerk to process recording of the notice; and, 5. Authorize staff to release the retention in the amount of $176,488.52, thirty- five days after recordation. Respectfully Submitted, P Nasser A615aszadeh, P.Eankawich Public Works Director Associate Engineer Attachments: 1. Location Map 2. Change Order No. 2 3. Notice of Completion 4. Completion Resolution EASTERN WELLS PIPELINE1 too; 5 ON ft> l f i _ ' E - , , L � J � h fl � W I �JA s RR Eno? r S ys .` J ,,,.. tt TV F�f A; man - i yhy WE M TO South Cooks Well E z SIT Z + .y 5 �, #�s!• , E Et� FS I Vnw NYSEzAv"KAY1: r tin son s s I / VICINITY MAP z •r• Tirador Well Kos •. •.•fill fZr S E a �+,4er•i ; 1 �G M i � +S iJ m GWRP . .. ' 3 / a� a A % ytA TAT 7 �. XATTVAll ,:r :� +�+� Itpe •ii r! < iti ;i nm z CITY OF SAN JUAN CAPISTRANO Eastern Wells Pipeline (CIP 08802) Contract Change Order No. 2 April 25, 2011 CONTRACTOR: Pro-Craft Plumbing Company, Inc. This Change Order covers changes to the subject contract as described herein. The Contractor shall perform all work as necessary or required to complete the Change Order items for the prices agreed upon between the Contractor and the City. 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. In accordance with the contract provisions, the following changes in the contract and/or contract work are hereby authorized and as compensation, the following additional to or deductions from the contract price are hereby approved. 1. The work performed under this request was initiated by the Public Works Department project manager. The installation of the new 16" pipeline soon goes above ground once it enters the Groundwater Recovery Plant (GWRP) and is braced by pipe supports before it connects to the existing plant system. Staff was concerned that the pipe, which is simply cradled on the supports, could be at risk of falling off the supports during a seismic event. The proposed solution of strapping the pipe to the supports at two locations was reviewed for seismic loading by AKM Consulting Engineers and installed by Procraft Plumbing. Total Cost to the City: $1,011.00 2. During excavation it was discovered that the existing casing was 57 feet longer than shown on as-built plans that were the basis for the design. Because the FPVC had already been delivered and fused to the length required on the plans additional pipe had to be found, delivered, and fused to meet the new length requirements. FPVC is extruded on a pre- ordered basis and normally takes a 60 day lead time. The supplier, understanding our immediate need, was able to locate 60 additional feet of 16" and 20" (for the internal casing) FPVC at their testing lab in Kentucky. The total cost to deliver the pipe from Kentucky and the fusing equipment from Northern California. Total Cost to the City: $4,350.00 Add 1 Working Day 1 ATTACHMENT 2 3. Cost to install 57 feet of additional 20° PVC Casing at a unit price of$145/ft. Total Cost to the City: $8,265.00 Add 5 Working Days 4. Cost to install 57 feet of additional 16° PVC Pipeline at a unit price of$132/ft. Total Cost to the City: $7,524.00 Add 5 working days 5. During construction of the 16" on the east side of the freeway, near the connection with the existing 12" domestic pipeline which runs parallel to the freeway, it was found that the location of the existing connection point was off requiring an additional 75 feet of 16" PVC at a unit cost of$133/ft. Total Cost to the City: $9,975 Add 2 Working Days 6. The original plan called for connections of the new line at seven locations. Work includes all pipe, valves, fittings and thrust blocks required to mare the connections. The final project included, two additional connections for a total of nine. These included the additional connection to the existing San Juan Creek Road Pressure Reducing Station and the development of two temporary connections for the bypass of the 350 supply during the MET import water shutdown, Staff was able to negotiate these two temporary connections as counting as one. The bid cost per connection is $14,350. Total cost for two additional connections. Total Cost to the City: $28,700 Add 5 Working Days 7. The contractor was not required to pull an SCRRA (railway work) Permit as was originally requested by Metrolink. Credit to the City : -$7,000.00 8. Because a SCRRA Permit was not required the contractor was not required to put his workers through OCTA Safety Training. This resulted in a cost savings and credit to the City. Credit to the City: -$1,320.00 9. During excavation of the receiving pit for the new 350 line connection in the Capo Home Center the contractor found that the line that was to be connected to was encased in 1 to 2 feet of concrete. The as-builts for the line had not shown this encasement so it was not shown on the construction plans for the new 350 line. Cost to remove the encasement to allow the new installation and connection. Total Cost to the City: $2,986.00 10.There was fear that the actual location of the existing 350 line was not clearly known or represented on the plans. Instead of having the possibility of the jacked casing coming into conflict with the existing line during the jacking process which may have required realignment of the casing at extreme cost city staff requested that the line location be potholed and verified prior to beginning of the jack and bore process. Cost.to pothole and 2 repave the area after verification based upon time and materials approved by the City inspector. Total Cost to the City; $2,489 Add 1 Working Day 11. In order that the City be able to utilize the 12 inch line which runs parallel to the eastside of the freeway for a portion of the well supply line the Department of Health Services required that the City verify that there were no active domestic services still provided by the line. Video review of the line revealed one closed service that required capping. Cost to cap the service based on time and materials. Total Cost to the City: $2,801.00 Add 1 Working Day 12. Because the casing under the railroad right-of-way was longer than depicted on the plans for the project, the contractor had to spend additional time and manpower to locate the casing in the City Yard. Cost to excavate the end. of the casing based upon time and materials. Total Cost to the City: $1,385.00 Add 1 Working Day 13. When excavating the connection to the existing 12" on the eastside of the freeway the contractor encountered a large concrete thrust block that had to be removed to perform the tie-in. the cost to remove, haul off, and properly dispose of the interfering concrete based upon time and materials. Total Cost to the City: $2,450.00 Add 1 Working Day 14. Because the railroad casing proved to be 57 feet longer in the field than shown on the plans or the as-builts there was more PPVC required (See Change Order Request 21024 -10). Consequently there was 57 feet less PVC pipe required. Credit to City for 57 feet of PVC at the bid price of$133/ft.: Credit to the City: -$7,581.00 3 14. Because the railroad casing proved to be 57 feet longer in the field than shown on the plans or the as-builts there was more FPVC required (See Change Order Request 21024 -10). Consequently there was 57 feet less PVC pipe required. Credit to City for 57 feet of PVC at the bid price of$1331ft.: Credit to the City: -$7,581.00 Eastern Wells Pipeline (CIP 08802) Contract Change Order No. 1 The Original Contract Cost was $1,557,586.00 Change Order No. 1 approved 2115111 $12'1,264.19 The cost of this Change Order is: $56,035.00 The total cost of this project is: $1,764,885.19 The Contractor agrees to furnish all labor and materials and to perform all necessary work required to complete the tasks associated with this Order. This document will become a supplement to the contract and all provision will apply hereto. It is understood that the Change Order shall become effective when approved by the City. RITC ED: Joe Mankawi , Asso ate Engineer pate ,APP D: 71 r � ri McFayden, Pro-craft Plumbing D to Nasser Abbaszadeh, Director of Public Works Date Dave Adams, Interim City Manager Date 4 RECORDED AT REQUEST OF AND RETURN TO: City of San Juan Capistrano City Clerk's Office 32400 Paseo Adelanto San Juan Capistrano, CA 92657 RECORDING FEES EXEMPT DUE TO GOVERNMENT CODE SECTION 6103 Maria Morris, 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 Pro-Craft Plumbing Company Inc. of Redlands, CA for the construction of Eastern Wells Pipeline Project (CIP 08802). That said work was completed on April 25, 2011, by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano, as the owner, 32400 Paseo Adelanto, San Juan Capistrano, California 92675, at a regular meeting thereof held on the 7th day of June, 2011, by Resolution No. 11-06-07-. That upon said contract, Inland Surety and Bond Companywas surety forthe bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 7th day of June, 2011. Maria Morris, City Clerk City of San Juan Capistrano STATE OF CALIFORNIA } COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARIA MORRIS, 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 1) I have read the foregoing document and know the contents thereof, and the facts therein state are true of my own knowledge;2) I declare the forgoing is true and correct; and 3)the foregoing 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, California, this 7th day of June, 2011. Maria Morris, City Clerk City of San Juan Capistrano ATTACHMENT 3 RESOLUTION NO. 11-06-07 A RESOLUTION OF THE CITY OF SAN JUAN CAPtSTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE EASTER WELLS PIPELINE PROJECT (CIP 08802). WHEREAS, on the April 6, 2010, the City of San Juan Capistrano entered into a contract with Procraft Plumbing Company, Inc., for construction of Eastern wells Pipeline and, WHEREAS, the Engineer has evaluated the final quantities and cost figures and recommends approval. NOW, THEREFORE, BE IT RESOLVED, by the City of San Juan Capistrano 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 in the amount of$1,764,885.19 SECTION 3. That the work is hereby accepted and approved. SECTION 4. That the City Clerk is directed to forthwith forward a "Notice of Completion" to the County Recorder of the County of Orange for recording. PASSED, APPROVED, AND ADOPTED this 7th day of June, 2011. SAM ALLEVATO, MAYOR ATTEST: MARIA MORRIS, CITY CLERK ATTACHMENT 4 32400 P <)ADELA;NTO SAN JUAN CAVIST ,CA 92-675 M49�493-1171 (9 49�493-1053 FAX �AUMFREESE 'THOMAS W.HRMM7, WWW; rt to ?`tTdr..sfr: - f [ rssai €feta a_a �use NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 6:00 p.m. on Tuesday, June 7, 2011, in the City Council Chamber in City Hall, to consider: "Consideration of Approval Change Order No. 2 and Notice of Completion for the Eastern Wells Pipeline Project (CIP No. 08802) (Procraft Plumbing, Inc.)" — Item No. D12. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, June 6, 2011, to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Joe Mankawich, Associate Engineer. You may contact that staff member at (949) 487-4313 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanjuancapistrano.oM. 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: cit clerk san'uanca istrano.or . Maria Morris, CMC City Clerk cc: Procraft Plumbing Company, Inc. Sart Juan the e?,O EA,hanve I& F'Utu e .�.. - G4. PUBLIC WORKS a. CHANGE ORDER NO, 1 TO THE EASTERN WELLS PIPELINE CONSTRUCTION CONTRACT WITH PROCRAFT PLUMBING COMPANY, INC. IN THE AMOUNT OF $121,254.19, APPROVED; CHANGE ORDER NO 1. TO THE EQUIPPING OF THE EASTERN WELLS CONSTRUCTION CONTRACT WITH GCI CONSTRUCTION, INC. IN THE AMOUNT OF $26,154.04, APPROVED; AND $330,000 APPROPRIATED FROM THE WATER CAPITAL FUND TO THE EASTERN WELLS PROJECT TO COVER BUDGET SHORTFALL, CHANGE ORDERS AND CONTINGENCIES (CIP 08802) Nasser Abbaszadeh, Public Works Director, provided a staff report and responded to questions. Council Comments: Understands that unexpected construction issues are going to occur, but unacceptable to bring to the City Council change orders after the fact without any prior notification or approvals by the City Council. ® Suggested providing memorandums in the Council's mail slots of project updates/change orders. Council Motion: Moved by Mayor pro tem Kramer, seconded by Council Member Taylor, and carried 3-2 with Council Member Freese and Council Member Reeve opposed to approve Change Order No. 1 to the Eastern Wells Pipeline Construction Contract with Procraft Plumbing Company, Inc. in the amount of $121,264.19, approved; approve Change Order No 1. to the Equipping of the Eastern Wells Construction Contract with GCI Construction, Inc. in the amount of $26,154.04; and $330,000 appropriated from the water capital fund to the Eastern Wells Project to cover budget shortfall, change orders and contingencies (CIP 08802); and changing the amount of Procraft Plumbing Company, Inc. Change Order No. 1 from $127,042.00 to the correct amount of $121,264.19. ROLL CALL: AYES: COUNCIL MEMBER: Taylor, Kramer and Mayor Allevato NOES: COUNCIL MEMBER: Freese and Reeve ABSENT: COUNCIL MEMBER: None ORDINANCES: None COUNCILMANIC ITEMS: Mayor pro tem Kramer requested an update on the City Manager recruitment. Joe Tait, City Manager, stated that 81 applications have been received by Human Resources and the City Council has received copies of all the applications. The next step in the process is to set a date for a Special Closed Session meeting. 11 2/15/2011 2/15/2011 AGENDA REPORT G4a TO. Joe Tait, City Manager FROM; Nasser Abbaszadeh, Public Works Director SUBJECT; Consideration of Approval of Change Orders No. 1 and 2 for the Eastern Wells Pipeline Project (Procraft Plumbing, Inc.) and Change Order No. 1 to the Equipping of the.Eastern Wells (GCI Construction, Inc.) (CIP 08802) RECOMMENDATION: By motion, 1. Approve Change Order No. 1 to the Eastern Wells Pipeline Construction Contract with Procraft Plumbing Company, Inc. (Procraft) in the amount of $127,042.00; and, 2. Approve Change Order No. 1 to the Equipping of the Eastern Wells Construction Contract with GCI Construction, Inc. (GCI) in the amount of $26,154.04; and, 3. Appropriate $330,000 from the Water Capital Fund to the Eastern Wells Project (CIP 08802) to cover budget shortfall, change orders and contingencies. SITUATION: Summary and Recommendation: Eastern Wells Pipeline - Change Order No.1 City Council, at their regular meeting of April 6, 2010, awarded the construction contract for the Eastern Wells Pipeline Project (CIP 08802) to Procraft Plumbing Company Inc. (Procraft) in the amount of $1,587,586. The Eastern Wells Pipeline Project consists of the construction of approximately 2 miles of 16 inch PVC transmission line which will bring raw water from the new Eastern Wells to the Groundwater Recovery Plant (GWRP) (Attachment 1). Agenda Report February 15, 2011 Page 2 Procraft commenced construction on July 5, 2010, and it is nearing completion. During the construction of the pipeline a number of unforseen construction issues came to light. In particular, unexpected underground interferences, and the existence of reinforcing bars in portions of the bikeway under which the pipeline was aligned added to the scope of work for the project (Attachment 2). The total cost of Change Order No. 1 to the Eastern Wells Pipeline Project (CIP 08802) is $121,264.19. This represents an 8% increase to the total cost of the project. Staff recommends approval of this cost increase due to changed field conditions and City directed changes to the scope of work. Equipping of the Eastern Wells — Change Order No. 1 City Council, at their regular meeting of April 6, 2010, awarded the construction contract for the Equipping of the Eastern Wells Project (CIP 08802) to GCl Construction, Inc. (GCI) in the amount of $815,900. This project constructs the well head facilities including the well house, pumps and motors, site work, and SCADA and other electrical components necessary for the operation of the two Eastern Wells; South Cooks Well and Well Site No. 5. Work on this project commenced on August 2, 2014, and is nearing completion. During construction of the two well head facilities a number of construction related issues came up. The major cost increases were due to requests by the State of California Department of Health Services in order to approve the wells for introduction into the City's water system. (Attachment 3) The total cost of Change Order No. 1 to the Equipping of Eastern Wells Project (CNP 08802) is $26,154.04. This represents a 3% increase to the total cost of the project. Staff recommends approval of this cost increase due to changed field conditions and City directed changes to the scope of work. COMMISSIONIBOARD REVIEW AND RECOMMENDATIONS: The Utilities Commission received updates on this project at their January 2011, meeting. FINANCIAL CONSIDERATIONS: The FY 201012011 City Budget carried forward funding of $2,448,359 from the previous fiscal year. Total costs encumbered for the project this year are: City Staff Costs (Public Works Project Management and Inspection) $ 28,653 City Administration Costs (Admin Services) $ 6,280 Contract Engineering $ 56,360 Contract Arch eo/PaleolCuItural Services $ 95,405 Supplies and Maintenance $ 12,196 Outside Construction Contracts (Procraft, GCI) $2.403,486 Agenda Report February 15, 2011 Page 3 Total encumbered to date $2,602,380 Total Funded $2,448,359 Funding Shortfall $ 154,021 Change Order 1 — Eastern Wells Pipeline (ProCraft) $121,264.19 Change Order No. 1 — Equipping of the Eastern Wells (GCI) $ 26,154.04 Total Funding Shortfall $301,439.23 Staff recommends that an appropriation of $330,000 (Shortfall + 10% to cover contingencies and additional staff time through to the end of the project) be made from the Water Capital Fund to the Eastern Wells Project (CIP 08802). NOTIFICATION: Procraft Plumbing Company, Inc. GCI Construction, Inc. RECOMMENDATION: By motion, 1. Approve Change Order No. 1 to the .Eastern Wells Pipeline Construction Contract with Procraft Plumbing Company, Inc. (Procraft) in the amount of $127,042.00; and, 2. Approve Change Order No. 1 to the Equipping of the Eastern Wells Construction Contract with GCI Construction, Inc. (GCI) in the amount of $26,154.04; and, 3. Appropriate $330,000 from the Water Capital Fund to the Eastern Wells Project (CIP 08802) to cover budget shortfall, change orders and contingencies. Respectfully Submitted, Prepare"y, Nasser Ab�baszadeh, P.E Joe Mankawich Public Works Director 'Associate Engineer Attachments: 1. Location Map 2. Change Order No. 1 — Eastern Wells Pipeline 3. Change Order No. 1 — Equipping of the Eastern Wells / EASTERN WELLS PIPELINE 1- ,. 1. MOMMIX ,. ,. r.... .. >..S ... . .::. ec, < ,. .4>...:>. ( ... .:.x. -..:.,.:. ri`}r R ,.._. >.,...;, ,,.,.3. ...... _C ),.:�, ��f 3 >r,.✓ t'._... ,.J� f .� -.:_. -r.1�.- .:::-�: Y. :Sf f <._. r ,.-, , ..:!':. �..: ..,. ., ., Y ... .. .,. 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( € r viciNBUT €rr mnP I TAW By, fz > Z✓ /i i, a �yS F=f1 "Sa i{ v 3S k,r4 i,""§ } t / ;' boat y7�t�r § "�rJ €rz 2`< z� //j f1 rlf { / Y i h's SfB r5 ft/Ji l 7r ilk/ tlk _ 1 i /� f >f;: 1✓ i� )': )' sE11§I��r��3il t z ; s�3{w�f§�}Y _,�� S r" e ��ytr;�.54fs/r„ Y7 �.�ti�°' OM zr z§ fz_ �gr/ t ,Jflf fI rf" eIFYP {.! t 7 f C! r?- iE r ; d q..rj lYl' j {333...;_ R ��:; - i t ,€ {?. .S�xf s t � -Cl/�zf )3 l}�Ir ; t J � � E ✓� f Tjym YAW P/ IMT Z A CITY OF SAN JUAN CAPISTRANO Eastern Wells Pipeline (CIP 08802) Contract Change Order No. 1 January 28, 2011 CONTRACTOR: Pro-Craft Plumbing Company, Inc. This Change Order covers changes to the subject contract as described herein. The Contractor shall perform all work as necessary or required to complete the Change Order items for the prices agreed upon between the Contractor and the City, 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. In accordance with the contract provisions, the following changes in the contract and/or contract work are hereby authorized and as compensation, the following additional to or deductions from the contract price are hereby approved. 1. On the Calle Arroyo portion of the project an existing waterline interferred with the proposed pipeline location requiring that approximately 60 feet of the new line be relocated. The existing line's zig zag alignment had been improperly shown on City as-built plans and Water Atlas. It was not until the excavation for the new line that the conflict was discovered. Further down Calle Arroyo an interfering power conduit required that the new pipeline alignment be lowered requiring additional fittings and an air vacuum release valve be installed. Total Cost to the City: $51,179.00 Add 20 Working Days 2. At one location the new pipeline makes a number of right turns as it runs between the Cook La Novia Park restroom and the San Juan Cottages Business Park buildings. Because of the extreme pressures developed at these changes in the pipeline direction and its near proximity to these structures Public Works staff requested that additional pipe retraints be installed on the pipe at these locations. Additional cost to the contract: Total Cost to the City: $4,932.00 Add 2 Working Days ATTACHMENT 2 3. Working with the Utilities Department, the Public Works Department has coordinated Eastern Wells Pipeline work within the GWRP to occur at the same time that the plant would be shutdown for other work and maintenance. In addition staff was able to negotiate the removal of a temporary well discharge high-line in the plant and replacement with a permanent discharge line at no extera cost to the City. Total Credit to the City: $10,500,00 No Change in Contract Time 4. During installation of the pipeline through Cook La Novia Park various irrigation lines/ wiring and sprinkler heads were removed that had to be restored. At Procraft's request the City contracted with its irrigation maintenance contractor A.C. Landscape to perform the work.. Total Credit to the City: $5,777.81 No Change in Contract Time 5. During removal of the bikeway under the 1-5 Freeway prior to installation of the pipeline it was revealed that the concrete in the bikeway was reinforced with #4 rebar on one foot centers. Over 1,000 lineal feet of the 10 foot wide bike path was reinforced in this manner. Plans for the bike path that the City had received from Orange County Public Works prior to design of the project did not indicate that the bike path was reinforced. It was not until removal of the bike path in preparation for the pipeline construction that the reinforcing was revealed. The time and costs for removal. of this concrete was significantly increased because the rebar had to be completely removed from the concrete in order that the concrete could be recycled. The County of Orange has required that the bike path be restored to its original condition, including the reinforcing, because during heavy flood conditions these portions of the bikeway may be inundated. The cost extra to remove the reinforced concrete, separate and dispose of the rebar and then dowel in, prepare a keyway, and reinstall rebar is: Total Cost to the City: $81,431.00 Add 12 Working Days Eastern Wells Pipeline (CIP 08802) Contract Change Order No. }I The Contract Cost was $1,587,586.00 The cost of this Change Order is: $121,284.19 The total cost of this project is: $1,708,850.19 2 The Contractor agrees to furnish all labor and materials and to perform all necessary work required to complete the tasks associated with this Order. This document will become a supplement to the contract and all provision will apply hereto. It is understood that the Change Order shall become effective when approved by the City. RECOMM Man ich, Associate Engineer Date APPROVED: Chris Mc 'ayden, Pro-craft Plumbing Date Nasser Abbaszadeh, Director of Public Works Date Joe Tait, City Manager Date 3 CITY OF SAN JUAN CAPISTRANO Equipping of the Eastern Wells (CIP 08802) Contract Change Order No. 1 January 31, 2011 CONTRACTOR: GCI Construction Inc. This Change Order covers changes to the subject contract as described herein. The Contractor shall perform all work as necessary or required to complete the Change Order items for the prices agreed upon between the Contractor and the City. 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. In accordance with the contract provisions, the following changes in the contract andlor contract work are hereby authorized and as compensation, the following additional to or deductions from the contract price are hereby approved. 1. The Department of Health Services requested that the well head lining (sanitary seal) at each site be extended up approximately six feet to extend two feet above the new finish floor elevation of the well housings. Additional cost to the City: $3,900.00. 2. The original demolition plans for Well Site No. 5 did not include removals of all the old asphalt paving wihich surrounded the old well. Because it was the direction of the Planning Commission and DRC to bring the area around the new well to a more natural look, staff had the contractor perform these additional removals and proper disposal to a recycle yard. Additional cost to the City: $4,590.00. 3. The City required that special inpsection, including concrete core samples be taken for the building footings and wall grout. The cost to provide a special inspector. $1,518.00. 4. During installation of the power conduit and well discharge line through Cook La Novia Park various irrigation lines/ wiring and sprinkler heads were removed that had to be restored. At GCI's request the City contracted with its irrigation maintenance contractor A.C. Landscape to perform the work. Credit to the City: $4,057.81. 5. The architectual plans for the buildings did not include a method to close the gap 1 ATTACHMENT 3 between the roof and the top of the block wall. Cost for the installation of a cedar trim piece to fill the gap: $1,712.91. 6. Cost to provide a larger stainless steel mounting plate for the pressure transmitter and pressure gauge at both sites: $250.09 7. Cost for installation of protective bollards for the SDG&E meter panel at Well Site No-5 per SDG&E request: $495.00 8. Cost to install sleeve for irrigation mainline not shown on plans: $479.19 9. The original plans call for a double check valve to protect the wells from cross connection from the well flush discharge line. This line dumps into an onsite cistern and thea pumped to the sewer. Department of Health Services requested that this line be protected from cross connection by the installation of an air gap. Cost to provide air gap, cut hole in cistern top, repipe and provide stainless steel air gap cover at both sites: $10,855.26 10. During the extreme rains experienced on December 21, 2010, a dry wash which existed in front of the Well Site No. 5 building pad became a fast flowing river. In order to protect the drive to the site from being washed out in a future similar storm, staff had a 15 foot wide concrete cross gutter with cut-off walls installed in the wash flow line. Cost for concrete swale: $6,412.00 Eastern Wells Pipeline (CIP 08802) Contract Change Order No. 1 The Contract Cost was $815,900.00 The cost of this Change Order is: $26,154.04 The total cost of this project is: $840,054.034 The Contractor agrees to furnish all labor and materials and to perform all necessary work required to complete the tasks associated with this Order. This document will become a supplement to the contract and all provision will apply hereto. It is understood that the Change Order shall become effective when approved by the City. RECO D: r� a awich, Associate Engineer Date 2 APPROVED: Chuck Gillespie, GCl Construction, Inc. Date Nasser Abbaszadeh, Director of Public Works Date Joe Tait, City Manager Date 3 12,400 PE ELNTatlar' # 1"s [a��zia_ ;AN JUANCAFIJA E40,C�A 9-1675 (949?49105_4 FAxi€gas i a POWS W.HP-SAR 4 W,M-;3 rm,,21?f:Clpi.tmnaor 1X76 MARK t^J€C_LSEN NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 6:00 p.m. on Tuesday, February 15, 2011, in the City Council Chamber in City Hall, to consider: "Consideration of Approval of Change Orders No. 1 and 2 for the Eastern Wells Pipeline Project (Procraft Plumbing, Inc.) and Change Order No. 1 to the Equipping of the Eastern Wells (GCI Construction, Inc.) (CNP 08802)" — Item No. Goa. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, February 14, 2011, to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Joe Mankawich, Associate Engineer. You may contact that staff member at (949) 487-4313 with any questions. The agenda, including agenda reports, is available to you on our web site: www.san6uanca istrano.or . If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: cityclerk(a�sanivancapistrano.org. Maria Morris, CMC City Clerk cc: Procraft Plumbing Company, Inc., GCI Construction, Inc. Juan the pew 1,he Ruture Bid Opening Report Bids Opened -March 23, 2010 at -2:00 P.m. Project Title Eastern Wells 16-Inch Pipeline GIP 08802 Project Engineer Joe Mankawich, Assoc Eng Pre Bid Estimate $2,200,000 Bidder Bid Amount Bid Bond/Addenda? I'_q 4eS $ 1. Cedro Construction, Inc <s 2. Pro Craft Plumbing Company, Inc 3. Scrimsher Construction, Inc, s 4. Kennedy Pipeline Coipp#��.. roe""l $ 5. The Roberts Incorporated \X5 6. VCI Telcom, Inc $ 7. CCL Contracting, Inc, $ 8. Kana Pipeline, Inc "z 63( 9. Mike Bubalo Construction Co., Inc,- C t.'j Sign Date CC' City Clerk Staff(3) Project Department (3) The above bid amounts have not been checked, The bid totals are subject to correction. after the bids have been completely reviewed. Bid Opening Report Bids Opened March 23, 2010 at 2-00 p.M. Project Title Eastern Wells 16-Inch Pipeline CIP 08802 Project Engineer Joe Mankawich, Assoc Eng — Pre Bid Estimate $2,200,000_,.__ Bidder Bid Amount Bid Bond/Addenda? 10. J._PeSiqLq_Cqnstruct.ion, Inc. rr $ 11. Orion Construction Corporation $ 12. Garcia Juarez Construction Inc $ 13. -GCI Construction, Inc - `/5- 7�0' QIC,S, 14. 15. 16, 17. 18. Dated ate cc: City Clerk Staff(3) Project Department (3) The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. AFFIDAVIT OF PUBLICATION PROOF OF PUBLICATION RECEIVED STATE OF CALIFORNIA, ) ss County of Orange 2010 MAR 15 P 12= 55 I am a citizen of the United Mates and a resi EASTERN WELLS IONCHiWATER'PIPE6ltilE O!.P.N0.08002. of the County aforesaid; 1 am over the age Of Notice is hereby gjwen that sealkl bids For£astern Wells 164nch Wilier Pipeline CAR No.068112 w€€I be rete€im atthe ai.6 ofthe City.Clerk of the City of Sari Juan Cap3ntran6, eighteen years, and not a party to or interested in California;unt€!2:ag� 00.w..U ANares4t 23,90 0 at which time they w€Il be openoc ood read alou the above entitled.matter. 1.am the principal clerk Praspeet e t?ydders are�equ ed to'aft d a pre bid'waik through of the proposed work - site and..existing facilities which'will be can,ducted.by,he C ly af,10,am on..the 11th day oi_` _ March 2010 Fa€lura tc.parfwipate€n the pre-bid.waik will not d€squat€fy a bidder as beirig ' of the Capistrano Valley News, a newspaper non respons€ve The pre b€d Visit Mll start at the city Hatt'Council;:Chambers.and then pfn aeetl,song thealtgFrilent begi Hing at Yhe'Grqundwater Recovery Plant and':terminalingat WWI that has been adjudged to be a newspaper of Copies:of the Pians and,Spec€f 6dons aye on file at the City Clarks Office c ty of San Juan'capistrano,32400 Paseo Adelanto,San Juan Capistrano,Callorm€a,and may ba:.ob- general circulation by the Superior Court of the toined at the non-refundable ah'srge of$25 plus a charge of$15 for each.sat of Plans and Specifications mailed.For metre:information,please coritact Joewankawich,..ssociate.En- County of Orange, Mate of California, on June 7, g€neer�t(easy 487-4313 ' 1984, Case No. A-122949 in and for the City of oat®d.February 18.2010 San Tuan Capistrano, County of Orange, State of �MARIA MORRIS,CITY CLERK .... .. CITY OF.SAN JUAN.CAPISTAANO California; that the notice, of which the annexed d3RANGE couNTy,CALIFORNIA Capistrano Vallpy.News Fsbrua 25;2010 March 11,2010 9208265 is a true printed copy,has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates,to wit: February 25,March 11,2010 "l 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: March 1 ,2410 f A Signature Capistrano Valley News 625 N.Grand Ave. Santa Ana,CA 92701 (714)796-2209 SEB-19-2010 11:40 OCR '714"7963692 P.02 NOTICE 1INVITIHO BIDS FOR EASTERN V TELL$16-INCH WATER PIPEURE C.I.P.NO.00002 Notice is hereby given that seated bids For Eastern Wells 16-inch Water Pipeline C.I.P. No.08802 will be receive t at the office of the City Clerk of the City of San Juan Capistrano; California, until 2100 p.i a. on Tuesday$ Marsh 23,2OW at Witch time they will be opened and read aloud- Prospective bidders ari required to attend a pre-bid wa€k through of the proposed work site and existing facilitias which will be conducted by the City at 10 am on the 11th day of March 2010. Failure to p rrticipate in the Are-bid walk will not disqualify a bidder as being non-responsive.The pre-old visit will start at the City Hafl Council Chambers and then pro- ceed,along the alignmer beginninq at the Groundwater Recovery Plant and tern€inatintf at Wel 15A Copies of the flans ae I Specifications are on file at the City Clerk's Office,City of San Juan Capistrano,32400€'8seo Adelanto,San Juan Capistrano,California,and may be ab- talned at the non-refunds)le charge of$25 plus a charge of$15$or each set of Pians and Specifications mailed,Iwo more intormatlon,ptease contact Joe Mankawich,AssoCfate En- gineer at(948)487-4313. Dated:February 18,2010 /s]Maria Morris_..... MARIA MORRIS,CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY,CALIFORMIA Capistrano Vali av dews February 25,2010 March 11,2010 8208265 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041925000 FOR PUBLICATION ON: FEBRUARY 25, 2010 MARCH 11, 2010 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS — For Eastern Wells 16-inch Water Pipeline C.I.P. No. 08802 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 1 � f AUTHORIZED BY: : 1 [Dari Mrs, City Cf( r.,k . i DATE: February 18, 2010 ..uw Date of Bid Opening - 03/23/2010 Date(s) notice published - 02/25/2010 - 03/11/2010 Date affidavit received - Date notice posted in - 02/25/2010 designated posting places NOTICE INVITING BIDS FOR EASTERN WELLS 16-INCH WATER PIPELINE C.I.P. NO. 08802 Notice is hereby given that sealed bids For Eastern Wells 16-inch Water Pipeline C.I.P. No. 08802 will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2:00 p.m. onTuesda March 23 2010 at which time they will be opened and read aloud. Prospective bidders are required to attend a pre-bid walk through of the proposed work site and existing facilities which will be conducted by the City at 10 am on the 11 t�' day of March 2010. Failure to participate in the pre-bid walk will not disqualify a bidder as being non-responsive. The pre-bid visit will start at the City Hall Council Chambers and then proceed, along the alignment beginning at the Groundwater Recovery Plant and terminating at Well 5A 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 $25 plus a charge of $15 for each set of Plans and Specifications mailed. For more information, please contact Joe Mankawich, Associate Engineer at (949) 487-4313. Dated: February 18, 2010 MARI KRIS, CITI CLERK CITY OM AN JUAN GAPISTRANO ORANGE COUNTY, GA)II=ORNIA NOTICE INVITING BIDS For Eastern Wells 16-inch Water Pipeline C.1.P. No. 08802 N-1. NOTICE IS HEREBY GIVEN that sealed bids for the drilling and development of Eastern Wells will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2 pm on 23 March 2010 at which time they will be opened and read aloud. N-2 DESCRIPTION OF THE WORK: The Work comprises of constructing approximately 6,820 linear feet of 16-inch PVC C905 pipe for the Eastern Wells 16-inch Water Pipeline. The 16-inch Water Pipeline will be encased in various sections of the alignment which will require approximately 200 linear feet of 20-inch Fused PVC casing and approximately 911 linear feet of 20-inch Steel casing. Additionally the Work will consist of approximately 413 linear feet of 16-inch Ductile Iron Class 200 pipe for the Interstate 5 Crossing. This pipeline will be installed via the Jack and Bore method and be encased by a 30-inch Steel casing. N-3 LOCATION OF THE WORK: The Work to be constructed begins at the City's Groundwater Recovery Plant, located adjacent to the City Hall. The Project ends at the existing Well 5 site, located southeast of the intersection of Calle Arroyo and Via Parra adjacent to San Juan Creek in the City of San Juan Capistrano, CA. N-4 COMPLETION OF THE WORK: Time is of the essence. All work must be completed within 100 Calendar days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. N-5 AWARD OF CONTRACT: (a) The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder and reject all other bids, as it may best serve the interest of the City. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance in an amount of 100 percent of the contract price. N-6 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan Capistrano. FORM U-030 x05U-030std.wpd NOTICE INVITING BIDS Nov 2001 PAGE 1 N-7 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. N-8 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class A or C-34 Contractor license at the time of submitting bids. N-9 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is on file at the office of the City. The Contractor and . any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. N-10 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent.value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. N-11 PRE-BID VISIT TO WORK SITE: (a) Prospective bidders are required to attend a pre-bid walk through of the proposed work site and existing facilities which will be conducted by the City at 10 am on 11 March 2010. (b) Failure to participate in the pre-bid walk will not disqualify a bidder as being non- responsive. (c) The pre-bid visit will start at the City Hall Council Chambers and then proceed, along the alignment beginning at the Groundwater Recovery Plant and terminating at Well 5A. N-12 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) Contract Documents may be inspected without charge at the Office of the City Clerk, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b) Complete sets of said Contract Documents may be purchased at $25.00 dollars per set and are obtainable from the Office of the City Clerk. No refund will be made of any charges for sets of Contract Documents. (c) An additional fee of $15.00 will be charged for sets of documents sent by mail. N-13 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the FORM LJ-030 x061J-03Cs1d.wpd NOTICE INVITING BIDS Nov 20CJ1 PAGE 2 City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope shall be plainly marked in the upper left hand cornerwith the name and address of the Bidderand shall bear the words "Bid For..."followed by the Project title, date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO Date CIT O S� JUAN CAPISTRANO B % Wirier iris City Clerk 45U 080sttl0w)d NOTICE INVITING BIDS Nov 2001 - PAGE 3 Christy Jaki From: Christy Jakl Sent: Thursday, February 18, 2010 8:44 AM To: 'mcollins@ocreglster.com' Cc: Maria Morris Subject: Items for Publication -City of SJC Attachments: 100315 CIP 130 Notice SHORT.doc; 100323 Notice- Eastern Well Pipelines SHORT.doc; 100323 Notice- Eastern Well Facilities SHORT.doc Importance: High Good Morning, Attached are items for publication from the City Clerk's office of the City of San Juan Capistrano. Included in the attachments are the Notice of Transmittal with appropriate publication date(s) and account number as well as the publication. Please email or fax a proof to my attention at (949)493- 1.053 or cjaWsanjuancapistrano.org for review and approval. Sincerely, Cl-irist-� lakl Administrative Specialist, City Clerk's Office City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (949) 443-6310 1 (949) 493-1.053 fax 4/6!20'10 AGENDA REPORT D12 TO: Joe Tait, City Manager FROM: West Curry, Assistant Utilities Director SUBJECT: Consideration of Award of Construction Contract for the Eastern Wells Pipeline Project (CIP 08802) (Pro-Craft Plumbing Company, Inc.) RECOMMENDATION: By motion, award the construction contract for the Eastern Wells Pipeline Project (CIP08802) to Pro-Craft Plumbing Company, Inc. in the amount of $1,587,586; and, reject all other bids. SITUATION: Summary and Recommendation: At their meeting of February 16, 2010, City Council approved the plans and specifications and Notice of Determination for the Eastern Wells Pipeline Project (CIP 08802). The City Clerk released the Notice Inviting Bids on February 18, 2010, and on March 23, 2010, thirteen bids for the project were opened publicly. The Bid Opening Report and Bid Comparison are included as Attachments 1 and 2 to this report. The significant participation this bid elicited is an indicator of the economic climate. The involvement of a number of contractors that had not previously bid on the City's public works contracts also is a product of these times. Established firms are moving into different construction sectors to remain viable. The low bidder, Pro--Craft Plumbing Company Inc. (Pro-Craft) has been performing large onsite and offsite utility projects for the past seven years. Their public cliental has mostly been limited to school districts and universities, including the University of Redlands and the Redondo Beach and Rialto Unified School Districts. The project size and types of construction for the school district and college projects is similar to the scope to the work for the Eastern Wells Pipeline. Some of these projects required extensive work within City right of ways, where they showed an ability to handle traffic control, utility interferences and other factors associated with this type of construction. Pro-Craft has shown a proficiency to complete large projects on time and within budget. References have given positive feedback about Pro-Craft's work, with an emphasis on the firm's commitment to jobsite safety. Review of the bid comparison shows that Pro-Craft's bid was $107,600 lower than the second lowest bidder and $300,000 lower than the median bid. Staff discussed this with AGENDA REPORT April 6, 2010 Page 2 Pro-Craft's CEO, Timothy McFayden After a comprehensive review of their bid Mr. McFayden verbally expressed in confidence their proposal and his willingness to move . forward immediately.: Staff recommends award of the construction contractfor the Eastern Wells Pipeline Project (CI P08802) to Pro-Craft Plumbing Company, Inc, in the'amount of$1,587,586. Mitigated Negative Declaration: On February 16, 2010, City Council approved the Mitigated Negative Declaration for the project. The proper Notice of Determination was filed with the Office of the Orange County Clerk on February 24, 2010, and the determination became final on March 24, 2010. COMMISSION/BOARD REVIEW AND RECOMMENDATIONS: The Utilities Commission received updates on these projects at their March 23, 2010, meeting. Staff attended the February 4, 2010, Design Review Committee (DRC) meeting and received guidance on the landscaping and architectural features for the well buildings. Staff attended the March 15, 2010, Parks Recreation and Equestrian Commission meeting to discuss the projects temporary impacts to the City's parks and trails. FINANCIAL CONSIDERATIONS: The fiscal year 2009/2010 budget for the Eastern Wells Project is $2,988,166. This budget includes funding for the design and development of the wells and construction of the wellhead facilities and pipeline to deliver the water from the wells to the Groundwater Recovery Plant. Well Development was completed in November and a 700 foot portion of the Eastern Wells Pipeline was constructed in October to avoid conflict with a private parking lot project. The budget remaining after completion of these parts of the project and completion of the final design for the wellhead and pipeline facilities is $2,503,702. The bid cost for the Eastern Wells Pipeline is $1,587,586. The bid cost for the Equipping of the Eastern Wells is $815,900. The total construction cost to complete the project is $2,402,586, which is within the amount budgeted for the project. The remaining $101,116 in funding will cover staff construction management and inspection costs and costs for archeological monitoring of the projects. NOTIFICATION: Pro-Craft Plumbing J. DeSigio Construction Orion Construction T.E. Roberts Scrimsher Construction Garcia Juarez Kana Pipeline GCI Construction VCI Telcom Kennedy Pipeline Mike Bubalo Construction Cedro Construction AGENDA REPORT April 6, 2010 Page 3 CCL. Contracting RECOMMENDATION: By motion, award the construction contract for the Eastern Wells Pipeline Project (C[P08802) to Pro-Craft Plumbing Company, Inc. in the amount of $1,587,586; and, reject all other bids. Respectfully Submitted, Prepared by, West Curry ��'� Joe Mankawich Assistants" lities Director Associate Engineer Attachments: 1. Bid Opening Report 2. Bid Comparison 3, Construction Contract Bid Opening Report oft Bids Opened March 23, 2010 at 2:00 p.m. Project Title Eastern Wells 16-Inch Pipeline CI.P 08802 Project Engineer Joe Mankawich, Assoc Eng Pre Bid Estimate $2,200,000 Bidder Bid Amount Bid Bond/Addenda? Cedro Construction, Inc $ sem 2. Pro-Craft Plumbing Company, Inc Coo $ `�� VS 7 3, Scrimsher Construction, Inc. �We) / s $ c)&,'�3, Z_X01-�V 4. Kennedy Pipeline Company ��. � Vic.b1 5. The Roberts Incorporated $ i f l7// 6. VCl Telcom, Inc 7. CCL Contracting, Inc. ()-7 $ } 8. Kana Pipeline, Inc 9. Mike Bubalo Construction Co., Inc. _VCS Signs ®ate cc: City Clerk Staff(3) Project Department (3) The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. Attachment 1 Bid Opening Report P'ige off Bids Opened March 23, 2010 at 2:00 p.m. Project Title Eastern Wells 10-Inch Pipeline CIP 08802 Project Engineer Joe Mankawich, Assoc Eng _ Pre Bid Estimate $2,200,000 Bidder Bid Amount Bid Bond/Addenda? 10. J. De Si io Construction, Inc. 3 17. Orion Construction Corporation 12. Garcia Juarez Construction Inc } $ 1; 7fiCPZA/i? 13. GCI Construction, Inc 14. $ 1 15. 1 16. / 17. I 18. $ 1 SignlVIC Hate U . cc: City Clerk Staff(3) Project Department (3) The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. 3t-Mar-10 City of San Juan Capistrano EASTERN WELLS PIPELINE(GIP 08802) BID COMPARISON BID OPENING 2:OOPM March 23,2010 Item No. Doscription Engineer's Estimate ProCraff Plumbing Orion Construction Scrimsher Const. Kana Pipeline VCl Telcom 1 Mobilization,Permits,Bonds,Insurance anti Construction Schedulin $ 60,000.00 $ 75,000.00 $ 20,000.00 $ 50,000.00 $ 82,700.00 $ 40,762.90 2 OCFCD Encroachment Permit $ 5,000,00 $ 6.500.00 $ 2,500.00 $ 1,000.00 $ 4,000.00 $ 910.12 3 CALTRANS Encroachment Permit $ 5,000,00 $ 6,500.00 $ 2,500.00 $ 1,000.00 $ 5,500.00 $ 10;111.33 4 SCRRA Encroachment Permit $ 5,000.00 $ 7,000.00 $ 2,500.00 $ 1,000.00 $ 6,500.00 $ 5,844.36 5 City of San Juan Capistrano Encroachment Permit $ 8,000.00 $ 200.0fl $ 200.80 $ 200.00 $ 1,000.00 $ 910.12 General Sub-Total $ 83,000.00 $ 95,200.00 $ 27,700.00 $ 53,200.00 $ 99,700.10 $ 58,538,83 6-- Construct 16 Inch PVC 0905 Well Collection Line $ 1,101,360.00 $ 761,184.00 $ 903,680.00 $ 790,720,00 $ 1,022,288.00 $ 954,737.92 7 Construct 16 Inch Fused PVC C905 Collection Line $ 251,765.00 $ 154,572.00 $ 234,200,00 $ 199,070,00 $ 230,687.00 $ 204,433.18 8 Construct 20 Inch Fused PVC 0905 Casing $ 50,000.00 $ 29,000.00 $ 50,000.00 $ 30,fl00.00 $ 25,000.00 $ 45,794.00 9 Construct 20 Inch and 26 Inch Steel Casing $ 200,420.00 $ 135,360.00 $ 235,000.00 $ 124,080.00 $ 100,580.00 $ 117,133.40 10 Construction of Connections,Valves,piping etc. $ 105,000.00 $ 100,450,00 $ 21,000.00 $ 112,000.00 $ 71,400.00 $ 64,237.25 11 Construct 16 Inch PVC Highway Grossing $ 120,000.00 $ 59,000.00 $ 30,000,00 $ 119,00aDo $ 57,000.00 $ 136,205,74 12 Construct 28 Inch Steel Casing/Jack&Bare $ 300,000.00 $ 155,000.00 $ 120,000.00 $ 151,000.00 $ 135,000.00 $ 180,548.03 13 Construct 8 inch Temporary Bypass $ 10,50aw $ 15,000,00 $ 55,000,00 $ 24,000.00 $ 34,765.08 14 Construct 12 Inch PVC C900 Waterline $ 48,000.00 $ 24,300.00 $ 33,075.00 $ 17,685-00 $ 10,296,45 15 OCTA Safaty Training $ 10,000.00 $ 1,320.00 $ 2,500.00 $ 5,000.00 $ 3,900.()0 $ 12,021.85 Water Pipeline Sub-Tata] $ 2,138,545.90 $ 1,444,386.00 $ 1,635,680.00 $ 1,618,945.00 $ 1,687,540.00 $ 1,760,172.90 Total Bid Price $ 2,221,545.00 $ 1,539,586.00 $ 1,663,380.00 $ 1,672,145,00 $ 1,787,240.00 $ 1,818,711,73 16 lAdd Alternate Jack&Bore 28 Inch Steel Casing $ 80,000.00 $ 48,000.00 $ 31,800.00 $ 48,000,00 $ 112,000.00 $ 92,000.00 TOTAL $ 2,301,545.00 $ 1,587,586.00 $ 1,695,180.00 $ 1,720,145.00 $ 1,899,240.00 $ 1,910,711.73 D m n m Mike Bubalo J.DeSi io Construction T.E.Roberts Garcia Juarez GCI Construction Kennedy Pipeline Cedro Construction ECL Contracting $ 80,000.00 $ 59,000.00 $ 50,000.00 $ 96,000.00 $ 50,OOo.00 $ 35,000.00 $ 67,606.00 $ 58,000.00 $ 2,000.00 $ 12,000.00 $ 1,500.00 $ 3,000.00 $ 100,00 $ 500.00 $ 5,253.00 $ 825.00 $ 3,000.00 $ 12,000.00 $ 2,500.00 $ 6,000.00 S 100.00 $ 2,560.00 $ 4,202.00 $ 8,250.00 $ 2,000,00 $ 12,000.00 $ 2,000.00 $ 3,000.00 $ 100.00 $ 1,500.00 $ 10,506.00 $ 825.00 $ 2,000.00 $ 300.00 S 200.00 $ 1,000.00 $ 250.00 $ 350.00 $ 1,576.00 $ 220.00 $ 891000.00 $ 95,300,00 $ 56,200.00 $ 109,000.00 $ 50,550.00 $ 39,850.00 $ 89,143.00 $ 68,120.670- 864.00 8,120.00864.00 $ 1,044,880.00 S 960,160.00 $ 903,680.00 $ 1,169,136-00 $ 1,451,536.00 $ 1,270,800.00 $ 1,451,536.00 $ 231,858.00 $ 370,036.00 $ 222,490.00 $ 193,215.00 $ 245,910.00 $ 110,074.00 $ 399,311.00 $ 159,256.00 $ 44,000.00 $ 33,000.00 $ 76,000.00 $ 150,000.00 $ 62,000,00 $ 21,000.00 $ 21,800.00 $ 50,000.00 $ 225,600.00 $ 75,200.00 $ 188,000.00 $ 206,800.00 $ 136,300.00 $ 79,900.00 $ 75,200.00 $ 199,280.00 $ 61,600.00 $ 49,000.00 $ 56,000.00 $ 36,000.00 $ 112,000.00 $ 127,400.00 $ 105,392.00 $ 143,500.00 $ 88,000.00 $ 38,000.00 $ 150,000,00 $ 190,000.00 $ 50,000,00 $ 74,885.00 $ 47,823.00 $ 139,000.00 $ 114,378.00 $ 135,000.00 $ 120,000,00 $ 90,000.0(1 $ 103,000.00 $ 139,555.00 $ 155,253.00 $ 251,000.00 $ 30,000.00 $ 21,400.00 $ 6,000.00 $ 40,000.00 $ 30,000.00 $ 7,500.00 $ 58,739.00 $ 40,700.00 $ 29,700.00 $ 9,180.00 $ 52,650.00 $ 27,000.00 $ 17,550.00 $ 10,665.00 $ 46,440.00 $ 19,750.00 $ 10,000.00 T-18,000 00 $ 8,000.00 $ 1,000.00 $ 2,200.00 $ 1,200.00 $ 7,564.00 $ 5.500 Of) $ 1,784,000,00 $ 1,793,296.00 $ 1,839,300.00 $ 1,836,695.00 $ 1,928,096.00 $ 2,023,715.00 $ 2,188,322.00 $ 2,459,522.00 $ 1,873,000.00 $ 1,888,596.00 $ 1,895,500.00 $ 1,945,695.00 $ 1,978,646,00 $ 2,063,565.00 $ 2,277,465.00 $ 2,527,642.00 $ 80,000.00 $ 75,700M $ 40,000.00 $ 96,000.00 $ 45,770,00 $ 47,000.00 $ 95,203.00 $ 60,000.00 $ 1,953,000.00 $ 1,964,296.00 $ 1,935,500.00 $ 2,041,695,00 $ 2,024,496.00 $ 2,110,565.00 $ 2,372,668.00 $ 2,567,642.00 City of San Juan Capistrano EASTERN WELLS PIPELINE (CNP 08802) BID COMPARISON BID OPENING 2:OOPM March 23, 20'10 Item No. Description "N Arn ProCraft Plumbing Orin Mobilization, Permits, Bonds, Insurance and I Construction Scheduling $ 75,000.00 $ 2 OCFCD Encroachment Permit "'o0ox-NU $ 6,500.00 $ 3 CALTRANS Encroachment Permit $ 6,500.00 $ 4 SCRRA Encroachment Permit $ 7,000.00 $ 5 City of San Juan Capistrano Encroachment Permit $ 200.00 $ General Sub-Total 83,'` P.0'1 $ 95,200.00 $ 6 Construct 16 Inch PVC C905 Well Collection Line rb'1 5 0, .10 $ 751,184.00 $ 7 7 Construct 16 Inch Fused PVC C905 Collection Line $ 154,572�00 $ 8 Construct 20 Inch Fused PVC C905 Casing $ 150,,E00' $ 29,000.00 $ 9 Construct 20 Inch and 26 Inch Steel Casing 2`0'Z2 $ 135,360.00 $ 10 Construction of Connections, Valves, piping etc. Cli+")0.; J. DeSigio Construction T.E. Roberts Garcia Juarez GCI Construction Kennedy $ 59,000.00 $ 50,000.00 $ 96,000.00 $ 50,000.00 $ $ 12,000.00 $ 1,500.00 $ 3,000.00 $ 100.00 $ $ 12,000.00 $ 2,500.00 $ 6,000.00 $ 100.00 $ $ 12,000.00 $ 2,000.00 $ 3,000.00 $ 100.00 $ $ 300.00 $ 200.00 $ 1,000.00 $ 250.00 $ $ 95,300.00 $ 56,200.00 $ 109,000.40 $ 50,550.00 $ $ 1,044,880.00 $ 960,160.00 $ 903,680.00 $ 1,169,136A0 $ $ 370,036.00 $ 222,490.00 $ 193,215.00 $ 245,910.00 $ $ 33,000.00 $ 76,000.00 $ 150,000.00 $ 62,000.00 $ $ 75,200.00 $ 188,000-00 $ 206,800.00 $ 136,300.00 $ $ 49,000.00 $ 56,000.00 $ 35,000.00 $ 112,000.00 $ $ 38,000.00 $ 150,000.00 $ 190,000.00 $ 50,000.00 $ $ 135,000.00 $ 120,000.00 $ 90,000.00 $ 103,000.00 $ $ 21,000.00 $ 6,000.00 $ 40,000.00 $ 30,000.00 $ $ 9,180.00 $ 52,650.00 $ 27,000M $ 17,550.00 $ $ 18,000.00 $ 8,000.00 $ 1,000.00 $ 2,200.00 $ $ 1,793,296.00 $ 1,839,300.00 $ 1,836,695.00 $ 1,928,096.00 $ $ 1,888,596.00 $ 1,895,500.00 $ 1,945,695.00 $ 1,978,646.00 $ $ 75,700.00 1 $ 40,000.00 1 $ 96,000.00 1 $ 45,770.00 1 $ $ 1,964,296.00 $ 1,935,500.00 $ 2,041,695.00 $ 2,024,416.00 $ 2 EASTERN WELLS PIPELINE (CLP 08802) CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and PRO-CRAFT PLUMBING COMPANY INC. hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction 2006 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 rnanner. 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 the EASTERN WELLS PIPELINE (CIP 08802), 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 unpractical and extremely difficult to fix the actual arnount of darnages, 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, Five Hundred Dollars ($500) per calendar day for each day delayed; provided that extensions of C-1 Attachment 3 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 Perforinance Bond shall be for an amount of one hundred percent (100°/x) 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 12revailin g rate of per diem wa es, 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. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected acid appointed officials as a named insured, which such policies shall be of an amount not less than Two 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: C-2 $1,000,000 property dans age; $1,000,000 injury to one person/any one occurrence/ not limited to contractual period; $2,000,000 injury to n. ore 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 (S25) 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. If contractor is not already enrolled in the U.S. Department of Homeland Security's E-Verify program, Consultant shall enroll in the E-Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new C-3 employee to perform work under this Agreement. Information pertaining to the E-Verify program can be found at httpJ/w_ww.uscise&7oy, or access the registration page at .httr s://www.visdlis.coiii/enitiloyerre gi�ation. Consultant shall. certify its registration with E-Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated 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: DR. LONDRES USO, .MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Maria Morris, City Clerk�� APPROVED AS TO FORM: Omar Sandoval, City Attorney C-4 1D This is I XH)BIT A, consisting of one page, referred to in made and a part of the AGREEMENT bet..reenthe OWNER and the CONTRACTOR BID TO- CITY DP SAN JUAN C MTRANO The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreernentwith the City in the form included in the Contract Documents (as defined in Article 4 of the Agreement) to perform *a Work as specified or indicated in said Contract Documents entitled: Eastern Wells 16-inch Dater Pipeline C.I.P. No,08802 Bidder accepts afl of the terms and conditions of the Contract Documents,including without Iimitationthose in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition•:of the Bid Security. This Bid will remain open for the podod stated in the Notice Inviting Bids,unless otherwise required by law. Bidder will enter into an Agreement o4thin the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond,and all Permits required by the Contract Documents. Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby acknowledged): Dumber 1 Date 03/19/2010 Number Date Number Date Number _— Date Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the focality,.Hihere the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances, rules,and regulations), and the conditions affecting cost,progress,or performance of the Work,and has made such independent investigations as Bidder deems necessary. In conformance with the current statutory requirements of California Labor Code Section 1860,et seq.,the undersigned confirms the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured against liability for worker's compensation,or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract. To all the foregoing,and including all Bid Schedule(s),List of Subcontractors,Non-collusion Affidavit,Bidder's General Information,and Bid Bond contained in these Bid Forms,said Bidderfurtheragrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefor the Contract Price based on the Lump Su€n or Unit Bid Prices) named in the aforementioned Bidding Schedule(s). Bidd Dated:_ 03/23/2010 Pro—Craft Plumbing Company, Inc ._ er: By Timot McFay en (Signature) CEO/SEC PUMA U-300 x08u-3QGbAvupd BID (PROPOSAL) Nov 2001 BID FORMS - PAGE 1 Thisie gage t of Exbih t 13 consisirg of 6 pies,referred to in and made apart of the AGREEMENT bet en the OWNER and the CONTRACTOR. BID SCHEDULE(ROVISed per Addehdum No. 1) CIP NO, 08802 .stein wens 1&inch Water Pipeline And Interstate S Crossing (Schedules A&B Combined) UNrr Off' EST. NO. frEMDESCRIMiGN MASURE QTY. PRJCE COST 1. Mobi&a'ion and Demobilizatioit 2. OCIKE)Enmadment PermitLS 6* 3. Caltrans Encroachn=t Permit. . LS 4. SCS Encroadament permit LS "7j 5. City of San Juan Capistrmo Public Works Encmachment Perm it LS cre; 6. Furnish all labor;materkis and equipment£or Constructicn of 16-inch PVC 0905 Well Collection Line, and Appmtenmees,Con plete and Operational, LF 5648 7_ Furrdsh all labor,materials and equipment for 16-inch FPVC 0905 Well Collection 1.ne and Appur�ee=c es, Complete and Operrational. I i 1171 1 g 151 S. Firnish all labor,materials and equipment for 20-inob FDNC 0905 Casing and A:pppmtmanoes,Complete and � p Operational. I l' 2010 9. Furnish all labor;;atcrials and equipment for 20-ink and.26-inch Steel Casing and Appurtenances,Complete and =nMV.�'IW2u rr w X=33MuMtwpd UNi`f`PRICE BID SCHEDULE Nov2WI BID FORMS-PAGE 1 UNITOF 19sm UNM 410� DES ON QTY. PRICE COST ah all labor,materials �nd�Y�equipm for- a.+�':i�'1� vu of CQ/�AdA.A4 Ui u Points including prrpiag, valves,and all required appmrtenance,s,Complete and Operational. EA 7 11. umish all labor,materials and equipment for Construction of the 16-inch PVC fnterstate 5 Crossing Watamain and Appurtenances,Complete and LS evZ7. �pe�atit�nal. 12. Furiish all labor,maLuialls and equipment for 2S-inch Steel Casing,Tack and Bare and Appurtenances,Complete and Operational. LSl 13. Fish all labor,matmials and eq .pment for Temporary 8-inch bypass Connect=and ,appurtenances,Complete and Operational. LS l 14. Furnish all labor,materials and equipment for I6-inch PVC C900 ,Waterline and Appurtenances,Complete and operational. LF 135 OCTA Safety Trairriiag LS TOTAL BID PRICE(SCHEDULES A& E t DIo �i 6"10,11.3p PaSftmu Ft 7f,vV-116taiE luri-j1 Additive Bid It m- Furnish all tabor, materials and equipmp-nt fog'j ng and boring 120 LF of 28-inch steel casing(t=3/611)ander La NoviaAvenue instead Of open ming the street; including casing pipe, casing spacers and end ssais, complete and operational for the Jump sum CoSt of; Dollar amount in wriften font �mEa"icy-Salvesrd the di$i C Item. FdRM u-ssm uNrr lce x0Qu unjws UNIT PRICE BID SCHEDULE Noy 20111 BID FORMS-PAGE 2 KNOW ALL MEN BY THESE PRES NTS., That Pro-Craft Plumbing Company, Inc. as Principal, and Developers Surety and Indemnity Company as Surety, are held and firmly hound unto The City of San Juan Capistrano, hereinafter called.the ".Owner" In the sura of ten percent (1096) of the f total bid amount dollars (not fess than.tp,percent.of the total amount of the bid) for the payment of which Sinn, We3li and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a Sid to Bald Owner to perform the Work required under the Bid Schedule(s) of the Owner's Contract Documents entitled: Eastern Walls I6-inch Water Pipeline CIP NO, 08842 NOW THEREFORE, if said Principal is awarded a Contract by said Owner, and within the time.and In the manner required In the"Notice Inviting Bids and the"Instructions to Bidders"enters Into a written Agreement on the Form of Agreement bound with said Contract Documents, furnishes the required Certificates of Insurance, and furnishes the required Performance Bond and Payment Bond,then this obligation shall-be null and void,otherwise it shall remain in full force and effect. In the event suit is brought upon this Bond by said Owner, and Owner prevails, said Surety shall pay all-costs incurred by said Owner In such suit, including.a.. reasonable attorney's fee to be fined by the court. SIGNED AND SEALED,this 12th day of March —12010 -- Pro-Craf 1 um'JA n ompany, Inc. (SEAL) (SEAL AND NOTARIAL By: (SEAL) ACKNOWLEDGMENT OF SURETY) dFayden CEO/SEC ) (SEAL) (Pfnraipal) Developers Surety and Indemnity Company (Signature) J,61 i a B. Cladding, Attorney-I n-Fact (signature) _ �w rosM U-as a BID BOND (BID SECURITY FORD) x42V-410bond.wpd BID FORMS - PAGE B Nov 2001 CALIFORNIAALL-PURPOSE State of California County of—San Borna'—d i_no On 03/23/2010 Before me, Ca.My M. ^oon,, i`Totary ?vt)i i c Date _ _ Here Inserf Name and Title of the OYficer personally appeared of Sfgner(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized CANDY M. COONS capacity(ies), and that by his/her/their signature(s) on the Commission # 1777717 instrument the person(s), or the entity upon behalf of Na ry Public m Ca93forrricr D which the person(s) acted, executed the instrument. Son Bernairdino Courtly 'Comm' esNov3'2011 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS )hand and official se i Signature Pace Notary Sea[Above pp Signature of Notary Public 0MO AL Though the information below is not required by lair, it may prove valuable to person relying on tho documant and could prevent fraudulent removal and reattachment of this form to another document. Description of attached Document Title or Type of �ocum2nt: __ Document nate: _ _ _ !umber of Pages: Signer(s) Other Than blamed Above: Capaclty(ies) Claimed by Signier°(s) �i�nAr'c I�Iama•_ C.�ac?.a3:'�,Rl�.ri7�- ❑ Individual Ll Individual Corporate Officer—Title(s) _.� 0 Corporate Officer----Title(s): 0 Partner—C Limited 0 General "thumb ❑ Partner—F] Limited ❑ Generaln Attorney in Pact L�Attorney in Pact Trustee Tofthumb hereC Trustee Guardian or Conservator0 Guardian or Conservator Other: __ 0 Other: Sioner Is Renres r tirlCl,m— _ Ci nnr Ig Ranrocc l�+inn• __ _ r. y. 02007 National Notary Association-9350 De Soto Ave.,P.C.Box 2402�0halsworth,CAa91313-2402 o tnrwW.Nat!onaMiaryorg item X5907 Reorder:Call Toll-Free t-800-876-6.,827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Riversi de On MAR 2010, before me, Stephanie D. Montague, Notary Public Date Here in52rt Name and Tt€e of tha Gfflcer personally appeared Jul is Bo G1 addi ng Narne(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person{ whose name(e) !slafa subscribed to the IN within instrument and acknowledged to me that ")TEPHANI , ) E �/sheAl� executed the same in /her it authorized Z5 ` �' c:OMW#1854652 capacity{, and that by Ns/her/4hett°signatureis) on the NOTARYPUBM-CALWORMAinstrument the person, or the entity upon behalf of RIVERSIDE COUNW 'Iy COMM,EXON arms 1B,2013, which the persons acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my nd�i ' l seal Signature Place Notary Seal Above p S g at re of Na ' ufaiic 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: Signers) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: __-- Sfgner's Name: ❑ individual ❑ Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited © General ; ^•• ❑Partner—❑ Limited ❑ General is ❑ Attorney in Pact ❑Attorney in Fact Q a ❑ Trustee Top of thumb r6 0 Trustee Top of humb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other- _ 0 Other: Signer is Representin : Signer is Representing.-__ g 9 � � 9 I - fff 02007 National No?ary Asocialinn•9350 Be Soto Ave.,p0.8ez 2k02•Chatswa h,GA 91373- 402• nM�.Natlana[Nota y.nrg ifem n5907 Reorder:Cali Toll-Free 1-B00-676-6627 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 14725,IRVINE,CA 92823 (349)263-3300 KNOWALL MEN BY THESE PRESENTS,that as except as expressly Firrited,DEVELOPERS SURETYAND iNDEMiNITY COMPANY and INDSIAN1TY COMPANY OF CALIFORN?A,do each,hereby make,constitute and appoint *K ono h A. Coag, Julia B. Gladding, jointly ©r severalfy*** as their he and lawful Attorney(s)-in-Fact,to maize,execute,deliver and acfmowledga,for and on bahaff of said corporations,as sureties,bonds,undertakings and contracts ofsurety- shio ofving and granting unto said Attorneys)-In-Fact full power and authority to do and to perform every act rnecessary,requisite or proper to be done in ccnasaon therewith as each of said corporafions could do,butreserving to each of said corporations full rimverof substitution and revocation,and all of the acts or said Attorneys)-in-Fact;pursuant to these presents, are hereby ratified and confrmed. This Power of Atfomey is granted and is signed by facsimile under and by authority of the following resolutions adoptod by the respective Board of Directors of DEVELOPERS SURETY AND 1NDEMNIIY COMPANY and INDEMNITY QOMPANY OF CALIFORNIA,effective as of January tst,2008. RESOLVED? that the chairman of the Board,the President and any Vice President of the corporation be,and that each of them hereby is,authorized to execute Powers of Attorney,qualff Ing the attomsy(s)named in the Pmers of Attorney t3 execute,an behalf of the corporations,bonds,underfakings and contracts of suretyship;and that the Secretary or anyAssfstanf Sacratary of the corporations be,and each of them hereby is,authofted to atfest the execution of any such Power of Attorney; RESOLVED,FURTHER,that the sfgnatures of such officers may be affixed to any such Power of Attorney or to any caMflcafe relattng thereto by facsirrlile,and any such Pvver ofAtlorney or certiffcate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and In the future with respect to any bond,undertaking or contract of suretyship to which It Is attached. IN VffNESS WHEREOF,DEVELOPERS SURET'i'AND INDEMNITY COMPANY and t,NpEMNiIY COMPANY OF CALIFORNIA have ssverally caused these presents to be signed by their respective Vice.President and attested by their respectiveAssistant Secretary this January ist,2008. ,� �r�„ifN.f1�, N Atli u'4 Q PANY � By. Stephen T.Pate,Senix Vice President4t3rt, v urs; to it,s � 4GT.a d By. =ten: f 9 3 fi r o urs 11967 Charles L.Day,Assistant Secretary �,tp�t+, �gL��C1C�� State of Caiifomla `� �k County of Orange On Jaaua I st 2€#08 before me, Christopher J.Roast.Notary Public Date Here insert Name andTdle of the Officer personally appearari Stephen T}gate and Chades L.Day Name(s)of Signers) who proved to me on the basis of satisfactory evidence to be the paraon(s)_whose narne(s)islara subscribed to the within instrument and acknovrlidged to me that helshefthey executed the same In hldfiterlthek aulhofted capacity(fes),and that by hfsdherAhair signatures)on the instrument the pamon(s),or the entity upon behalf of 01-MITOPHM4 FOACH which the persov(s)acted,executed the instrument. 00M#fT46 1 certify under PENALTYOF PERJURY under the laws of the State'of Caiifomla that Ire foregoing paragraph Is true acrd correct WITNESS my hand and official Seal. Place Notary Sea]Above Signature Chr er J.Roach CERTIFICATE. The undersigned,as Assistant Secretary,of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,does he, certify that Oa foregoing Pawer of Attorney remains In full force and has not been revoked,and furtherrnore,that the provisions of the resofutions of the respective Boards of Directors of said corporations sot forth in the Pourer of Attorney,are in force as of foe date of this Cerufcate, This Certificate is executed in the City of Inlne.Caffomfa,the day of M A R 12 291P, By. - AlbertKil h and,Assistanf ecretary ID-1380(Vet)(Rev.07107) INFORMATION REQUIRED OF BIDDER LISA' OF SUBCONTRACTORS As required under Section 4100,et seq.,of the Public Contract Code,the Bidder shall list below the name and business address of each subcontractor who 5Mll perform Work under this Bid In excess of one-half of one percent of the. Contractor's Total Sid Price, and small also list the portion of the Work which will be done by such subcontractor. After the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words"and/or"vs M not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor's Licp,nse Work to be Peiiormed Number Subcontractor's Name&Address 3 5 f j_ � p � ;gyp vee A w. __ x 6 � a 7 OU-4,40c IU-43Psuks,wpC LIST OF SUBCONTRACTORS 0U-a Augzao1 BI© FORMS - PAGE 4 INON-CO LUMN AFFIDAViT TO BE EXECUTED BY BIDDER AND SUBIV11TTED WITH BID State of California ) San ) ss. County of Bernardino _ ) I, Timothy McFayden being first duly sworn, deposes and says that lie T Te is CEO/SEC Pro—Craft Plumbing of Company, Inc. the party making the foregoing Bid,that the-Bid is not made in the interest of,cr on behalf of, any undisclosed person,partnership, company, association,organization, or corporation;that the Bid is genuine and not collusive or sham;that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or share Bid,and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham Bid,or that anyone shall refrain from bidding;that the Bidder has not in any manner,directly or indirectly, sought by agreement,communication,or conference with anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid price, or of that of any other Bidder, or to secure any advantage against the public body awarding the Contract of anyone interested in the proposed Contract; that all statements contained in the Bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his or-h-at Bid price, or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid,and will not pay,anyfee to any corporation, partnership,company, association,organization, laid depository,or to any member or agent thereof,to effectuate a collusive or sham Bid. Bidder mpany, Pro—Cr PlumXing Co , Inc. By o 4 Fogden Title CEO/SEC Organization- Pro--Craft Plumbing Company, Inc. Address 31597 Outer Hwy. 10 S. , Ste. B Redlands, CA 92373 IW-480colvpa NON-COLLUSION AFFIDAVIT Aug 2001 - BID FORDS - PAGE 5 CALIFORNIA JURAT WITH AFFIANT STATEMENT See Attached Document (Notary to cross out lines 1-6 below) ❑ See Statement Below (Lines 1-5 to be completed only by document signer[s], not notary) - .. .. ..... ... Signature of Document Signer No.1 Signature of Document S€finer No.2([f any) State of California County of 0 Subscribed and sworn to (or affirmed) before me on this 23rd day of March 20-10 by Date Month Year 71 Name of Signer CANDY COONS proved to me on the basis of satisfactory evidence COmnllsMcart # 1777717 °fry Piic e Callfornla xto be the person who appeared before me San Safnaroino count, COMMEX rwN6v3,2011 (and (2) Name of Signer proved to me on the basis of satisfactory evidence to be the on who appearedbe ore me.) Signatur __e Signature of?votary Puhl€c Place Notary Seal Above Thougb the information below is not required by favv, it may prove valuable to persons relying on the document and could prevent ' fraudulent removal and reaLachmenf of this form to another document. Tap of thumb here Top of thumb here Further Description of Anv attached Document Title or Type cf Document: Document Date, _--Number of Pages: _ S.€gner,$)Other Thur Narned Above: 02007 National Notary Association•9350»e Soto Ave.,P.C.Box 2402•Chatsworth,CA 91313-2402•,AwN.NationafNotary.org Item#5910 Reorder:Call Toff-Free 1-&00-878-6827 BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following inftormation, Failure to complete all Items trill cause the Bid to be 1-1011-responsive and may cause its rejection. 1. BIDDER/001,1TH:ACTOR'S Name and Sire•etAddress: Pro-Craft Plumbing Company, Inc® 31597 Outer Hwy. 10 S„ , Ste® B Redlands, CA 92373 . i'�1 t, C^,JR'S T vlup€,c le iiia nl cr: ( 909 ) 790-5222 i�utiLer: (909 ) 797--2812 E-mail address tiro@procraftplumbing.com 3. CONTRACTOR'S License: Primary Classification C-36 _..... State License Number(s) 467234 Supplemental License Classifications C-341 B, A, C-42 4Surety Con, pany and Agent who will provide the required Bonds w this Contract: Name of Surety Developers Surety and Indemnity Company Address 4371 Latham Street, Stem 201 Riverside, CA 92501 Surety Company,^.gent Inland Surety Bond & Insurance Services i elepi Eone Numbers: Age:�t (951 ) 788-8581 Surety(949 )263,33-0-0- 5. Type of Firm (Individual, Pay inership or Corporation): Corporation 6. Corporation organized under the laws of the State of: California 7. L'st 11he nSnl es and addresses o the principal rne;-i1hers of free firm or nam-as ai-id itics Cffr C DrirIC:13 I officers of the corporatioii or finp,, Timothy McFayden CEO/SEC of Pro -Craft Plumbing Company, Inc. Susan McFayden CF© of Pro-Craft Plumbing Company, Inc. FORM U-420 BIDDER'S GENERAL INFORMIA T!ON x13U-420inro.wpf BID FORMS- PAGE 7 Nov^RC1 BIDDER'S GENERAL INFORMATION (Continued) S. number of years experience as a contractor in this specific type of construction work -r 4( 9. List at least three related projects of comparable size and complexity completed to date: Rialto USD C/o, Lesesma & 9441 Haven Avenue 1. OwneMeyer Consfructio_n Address Rancho Cucamonga, CA 91730 Contact Milo Oostinga _ Class of work _ _ € & '314) Phone (909) 376-81 86 Contract amount$2, 729, 970. 00 _ PrcjectP_n 476-0590 Date completed_02/2010 (NOC Pend) U iversity of Redlands 3612 Mission Inn Avenue, Ste. A c7o: Tilden-Coil Constructors Riverside, CA 92501 2. OwnerAddi ess t Tracy Ellis _ Contact Glass of work TMC�f. LC�t2�t Phone (9 51 ) 71 2-3409 Contraetar�-,ount�1 1 28, 746 . 00 Project ] 684-0725 Datecompleted 11 /16/09 Desert Sands USD C/o: 9441 Maven Avenue Ledesma & Meyer Construction Rancho Cucamonga, CA 91730 3. Owner _ _ Address Contact Russ Hall Class of work — Phone (909) 376-4076 Contract amount $1 , 065, 343 Project X309)_476-0590 Date completed 07/21 /09 10. List the name and title of the person who will supervise full-time the proposed work for your firm: Chris McFa den Superintendent 11. is full-tirne supervisor an ernployeeYes contract services ? '12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. FORM U-420 BIDDER'S GENERAL INFORMATION x13U-42QiMo.wpd BID FORMS - PAGE 8 Jg0V 2001 ADDENDUM NO. 1 TO TIM SPECIFICATIONS AND BED FORMS S FOR THE CONSTRUCTION OF TBE EASTERN VVEUS PIPELINE PROJECT C1P 08802 March 19, 2010 To: All Plan Holders From; The City of San Juana Capistrano and AKM Consulting Engineers Notice is hereby given to prospective bidders that the fbilowing changes,additions, and/or deletions are hereby made a part of the Plans and specifications to fia nish, deliver, and infill the Eastern Wells Pipeline as fiAly and completely as if the same were fully set forth therein. This Addenda No. I shall form a part of the Contract Documents and take precedence of the original Contract Documents, Bidders shall acknowledge receipt ofthis Addendum No. l by signing Page X4.1-2 and faxing a,copy of page.A I-2 to the City of San Juan Capistrano(949)493-3955 by Monday March 22,2010. ' addition,Page A1-2 and the Revised Bid Forts shall be included in the Contractoes bidding document package. DATE March 19, 2}10 oe MinkiMch .A mociate Engineer City of Sats Juan Capistrano Addendum No. 1 (March l9,2010) City of San JUM capltmw Eastern Wells Pipeline TMS PAGE To BE ATTACIMD TO BIDDING DOCUMENTS. I have received Pages Al-I through A1-7, and the Revised Bid Fora. Pro-Craft Plumbing Company, Inc. Date Received y Bidder': ]By: Ridder' IDIn Ily Name 03/19/2010 /f3iddeirgaSignature / Timothy Mc 'ayden, CEO/SEC Typed or Printed Nate Addendua2 East Web hpolim(2).cdoc PAOF,Al-Z (919)493.59 '9 ��. . tkrc� tkRPb�RPtM LAURA FREESE (949)493-1053 17maw. ; tt.tdFELtd :. . . . . . 3R Q F 7P NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of Sart Juan Capistrano will meet at 6:30 p.m. on Tuesday, April 6, 2010 in the City Council Chamber in City Hall, to consider: "Consideration of Award of Construction Contract for the Eastern Wells Pipeline Project (CIP 08802)(Pro-Craft Plumbing Company, Inc.)" — Item No. D12. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, April 5, 2010 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Joe Mankawich, Associate Engineer. You may contact that staff member at (949) 487-4313 with any questions. The agenda, including agenda reports, is available to you on our web site: www.san'uanca istrano.or . 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: cityclerkCa,sanjuancapistrano.org. Maria Morris, CMC City Clerk cc: Pro-Craft Plumbing, Inc; Orion Construction; Srimsher Construction; Kana Pipeline; VCI Telcom; Mike Bubalo Construction; J. DeSigio Construction; T.E. Roberts; Garcia Juarez; GCI Construction, Kennedy Pipeline; Cedro Construction r'� �: ?Mer ry - � � � Z o1� � son RESOLUTION NO. 10-02-16-02 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING A MITIGATED NEGATIVE DECLARATION FOR THE EASTERN WELLS PIPELINE AND WELL EQUIPMENT PROJECTS (CIP 08802)(AKM CONSULTING ENGINEERS) WHEREAS, the Utilities Department has prepared plans for the Eastern Wells Pipeline and Well Equipment Projects (CIP 08802) and such installation is consistent with the recommended water facilities improvements contained in the City Council-adopted Domestic Water Master Plan (DWMP); and, WHEREAS, the proposed projects have been processed pursuant to Section 92.337, Public Improvement Plans and Outside Agency Development Review of the Land Use Code; and, WHEREAS, the City of San Juan Capistrano Environmental Administrator has reviewed the initial study prepared pursuant to Section 15063 and 15064 of the CEQA Guidelines; has determined that the project qualifies for issuance of a Mitigated Negative Declaration (MND), has issued a Mitigated Negative Declaration pursuant to Section 15070 of those guidelines; and has caused a Mitigated Notice of Negative Declaration to be posted pursuant to Section 15072 of those guidelines. The City has otherwise complied with all applicable provisions of the California Environmental Quality Act (1970) and all recommended mitigation measures have been incorporated herein; and, NOW, THEREFORE, BE IT RESOLVED that the City Council hereby finds that the following findings based on substantial evidence in the record with respect to compliance with the provisions of the California Environmental Quality Act and in consideration of the proposed mitigation measures, all project impacts will be reduced below a level of significance. Section 1, Pursuant to California Environmental Quality Act (CEQA) Guidelines (Section 15074), the Initial Study/Mitigated Negative Declaration (IS/MND) considers all potentially significant environmental effects of the proposed project and is complete and fully complies with all requirements of CEQA and the Guidelines; and, Section 2. The project could result in potentially significant aesthetic impacts as a result of construction of the well head facilities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: Given that the project components will be out of view of the general public, except for the South Cooks Well building, which will be designed to be visually compatible with 1 2-16-2010 area buildings, no impact to scenic vistas would occur. The following "project design features" are necessary: PDF-1 As part of the approval of construction plans and specifications, the construction plans will include the proposed well building design which will be subject to formal review by the Community Development Department or designee for consistency with the City's . Architectural Design Guidelines, who may refer the design to the Design Review Committee (DRC) for determination. PDF-2 As part of the approval of construction plans and specifications, the proposed site design will include a landscape design with provisions for using a California native plant palette which will be subject to formal review by the Community Development Department or designee for consistency with the City's Architectural Design Guidelines, who may refer the design to the Design Review Committee (DRC) for determination. Section 3. The project could result in potentially significant air quality impacts as a result of construction-related emissions. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: AQ-1 During clearing, grading, earth moving, or excavation operations, excessive fugitive dust emissions shall be controlled by regular watering or other dust preventive measures using the following procedures, as specified in the South Coast Air Quality Management Districts Rule 403: • All material excavated or graded will be sufficiently watered to prevent, excessive amounts of dust. watering will occur at least twice daily with complete coverage, preferable in the late morning and after work is done for the day. • All material transported on-site or off-site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. • The area disturbed by cleaning, grading, earth moving, or excavation operations will be minimized so as to prevent excessive amounts of dust. • These control techniques will be indicated in Project specifications. Compliance with this measure will be subject to periodic site inspections by the City. AQ-2 As part of the SCAQMD Rule 403 Dust Control Plan, project grading plans shall show the duration of construction. Ozone precursor emissions from construction equipment vehicles shall be controlled by maintaining equipment engines in good condition and in proper tune per manufacturer's specifications, and to the satisfaction of the City Engineer. Compliance with this measure will be subject to periodic inspections of construction equipment vehicles by the City. 2 2-16-2010 Section 4. The project could result in potentially significant cultural resources impacts as a result of construction related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: CR-'I: All cultural resources, including 30-176663, 30-176664, and 30-176700 (ATSF railroad tracks), the 1917 ATSF bridge, and prehistoric site 30-120017, shall be avoided where feasible. If appropriate, prior to construction, a qualified archaeologist (defined as an archaeologist meeting the Secretary of the Interior's Standards for professional archaeology) shall mark exclusion zones around known archaeological sites to ensure they are not impacted by construction. If avoidance is not feasible, the resources shall be evaluated for eligibility to the California Register or local historic register and potential significance under CEQA. If a resource is determined to be eligible to the California Register or local historic register, a site treatment plan or additional protection measures will be developed and implemented. If the site evaluation results in an assessment that a resource is not eligible, no further work or protective measures will be necessary. A qualified archaeologist (defined as an archaeologist meeting the Secretary of the Interior's professional qualification standards for archaeology) shall carry out all evaluation and site treatment. CR-2: Prior to issuance of a grading permit, the applicant shall submit to the Community Development Department documentation that a qualified archaeologist (defined as an archaeologist on the List of Certified Archaeologists for Orange County) has been retained to monitor site clearing, grading, and excavation activities, stating the name, qualifications, and contact information for the archaeologist. A qualified archaeologist (defined as an. archaeologist on the List of Certified Archaeologists for Orange County) shall be retained by the project applicant and shall be present at pre-construction meetings to advise construction contractors about the sensitive nature of cultural resources located on aid/or in the vicinity of the project site, as well as monitoring requirements. A qualified monitor (defined as an individual with a bachelors degree in anthropology with archaeological monitoring experience), supervised by the qualified archaeologist, shall observe on- and off-site construction activities that result in grading, and/or excavating on or below the original ground surface (including during project-related off-site utility [natural gas, electricity, sewer, water, drainage, communications, etc.] and roadway improvements). Should nonhuman cultural resources be discovered, the monitor shall have the power to temporarily halt or divert construction activities until the qualified archaeologist can determine if the resources are significant and, if significant, until recovered by the archaeologist. In the event that human remains are discovered, construction activities shall be halted or diverted until the provisions of §7050.5 of the Health and Safety Code and §5097.98 of the Public Resources Code have been implemented. (CD) 3 2-16-2010 CR-3: Native American Monitor. During construction/grading activities, a Native American monitor shall observe constructionlgrad ing activities that result in grading, excavating, and/or trenching on or below the original ground surface (including during project-related off-site utility [e.g., natural gas, electricity, sewer, water, drainage, communications, etc.] and roadway improvements). The project Archeologist shall select the Native American monitor in consultation with the Native American Heritage Commission (NAHC). The Native American monitor shall consult with the Project Archaeological monitor regarding objects and remains encountered during grading that may be considered sacred or important. In the event that evidence of human remains is discovered, the Native American monitor shall verify that the archaeologist has notified the Coroner. CR-4: Paleontological Monitor. Prior to issuance of a grading permit, a qualified paleontologist (defined as a paleontologist on the List of Certified Paleontologists for Orange County) shall be retained by the project applicant and shall be present at pre-construction meetings to advise construction contractors about the potential occurrence of paleontological resources located on and/or in the vicinity of the project site, as well as monitoring requirements. A qualified monitor (defined as an individual with a bachelors degree in paleontology and monitoring experience), supervised by the qualified paleontologist, shall be on-site during construction activities that result in the grading and/or excavating of current surface material (including during project-related off-site utility [e.g., natural gas, electricity, sewer, water, drainage, communications, etc.] and roadway improvements) to monitor for paleontological resources. Should paleontological resources be discovered, the monitor shall have the authority to temporarily halt or divert construction activities until the qualified paleontologist can determine if the resources are significant. Significant paleontological resources shall be recovered by the qualified paleontologist. (CD) Section 5. The project could result in potentially significant water quality impacts as a result of construction-related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: WQ-1 The City shall require that preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP) which emphasizes structural and non-structural Best Management Practices (BMPs) in compliance with NPDES Program requirements, is included in the project's bid specifications. Specific measures shall include, but not be limited to: ® Siltation of drainage devices shall be handled through a maintenance program to remove silt/dirt from channels and street gutters. • Surplus or waste material from construction shall not be placed in drainage ways or within the 100-year floodplain of surface waters. ® Loose piles of soil, silt, clay, sand, debris, or other earthen materials shall be protected in an effective manner which eliminates any discharge to surface waters. 4 2-16-2010 Section 6. The project could result in potentially significant short-term construction noise impacts. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: NOI-'I:Noise sources associated with construction, repairs, remodeling, or the grading of any real property shall be limited to 7:00 a.m. to 6:00 p.m. on Monday through Friday, and from 8:30 a.m. to 4:30 p.m. on Saturday. Construction is prohibited all day Sunday and on Federal holidays. N0I-2: All construction equipment shall be equipped with available noise suppression devices and properly maintained mufflers, including "new technology" equipment capable of attenuating exhaust noises by use of improved mufflers where feasible. All internal combustion engines will be equipped with mufflers as specified by the vehicle manufacturer. All construction equipment will be maintained in good mechanical condition so as to minimize noise created by poorly maintained engines, drive-trains or similar components (e.g. regular engine tune up, engine oil changes, drive train and track adjustment, and moving parts lubrication). NOI-3:The equipment staging area will be situated so as to provide the greatest distance separation between construction-related noise sources and noise- sensitive receptors nearest the Project site during all Project construction. N0I-4:If determined necessary by the Utilities Department Director, based on the planned construction phasing/approach, notification will be givers to residences within 300 feet of planned construction activities thirty (30) days prior to commencement of demolition activity, and will include a brief description of the project, the overall duration of the various construction stages, noise abatement measures that will taken, and the name and phone number of the construction site supervisor or his designee to report any violation of a noise or mitigation standard. Section 7. The project could result in potentially significant biological resources impacts as a result of construction related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: 1310-1: The federal Migratory Bird Treaty Act (16 USC, Section 703, Supp. 1, 1989) prohibits killing, possessing, or trading migratory birds, except in accordance with regulations prescribed by the Secretary of the Interior. Migratory birds protected under this law include.most native birds, with the exception of a few old word species, such as wrentit (Chamaea fasciata), European starling (Stumus vulgaris), rock pigeon (Columba livia), house sparrow (Passer domesticus), and certain game birds (e.g, turkeys and pheasants). This act encompasses whole birds and bird nests and eggs. Migratory birds are also protected by the state of California, under Section 3513 of the California Fish 5 2-16-2010 and Game Code (CDFG Code). The CDFG Code also protects all breeding birds under Section 3503, and raptors (eagles, hawks, and owls) under Section 3503.5. • To avoid impacts to native nesting birds, including cactus wren, should construction activity begin between January 1 and September 15, the City shall retain a qualified biologist to conduct nest surveys in potential nesting habitat within and adjacent to the project site prior to construction or site preparation activities. Specifically, within 30 days prior of ground disturbance activities associated with construction or grading, a qualified biologist shall survey the project site and areas within 50 feet of the project limits to determine if active nests of bird species protected by the Migratory Bird Treaty Act (MBIA) or the California Department of Fish and Game (CDFG) Code are present in the construction zone or within a distance determined by CDFG or the qualified biologist. Because many birds expected to use the project area for nesting during the late winter (such as Anna's hummingbird [Calypte anna] and Cooper's hawk [Accipiter cooperil]), the breeding bird survey shall be carried out in the event construction begins during either the typical nesting/breeding season (mid March through September) and in January and February. If ground disturbance activities are delayed for more than 5 days, additional pre-construction bird nest surveys will be conducted such that no more than five days will have elapsed between the last survey and the commencement of ground disturbance activities. Surveys shall include examination of trees, shrubs, and the ground within grassland for nesting birds, as several bird species known to occur in the area are shrub or ground nesters. If active nests are found, clearing and construction activities within a buffer distance determined by CDFG, or the qualified biologist, shall be postponed or halted until the nest is vacated and juveniles have fledged, as determined by the biologist, and there is no evidence of a second attempt at nesting during the same year. Limits of construction to avoid an active nest shall be established in the field with flagging, fencing, or other appropriate barriers, and construction personnel shall be instructed on the requirement to not encroach into the buffer established for nesting areas. The results of the survey, and any avoidance measures taken, shall be maintained to document compliance with applicable state and federal laws pertaining to the protection of native birds. BIO-2: If the contractor determines that any trees (with a diameter exceeding 6 inches at breast height) would need to be removed, the following shall occur: Prior to removal of any tree, the contractor shall secure issuance of a tree removal permit, except in cases where a State-registered Arborist has determined in writing that such tree(s) are a hazard to utility lines or facilities. An application for tree removal shall be filed with the Community Development Department and the City may require replacement planting. 6 2.16-2010 • A heritage tree shall not be removed without prior Planning Commission review and approval of a heritage tree removal permit. A tree shall be deemed a heritage tree and shall be protected from removal when such tree has a trunk diameter at breast height (dbh) of thirty-six (36) inches or greater, and is a specimen of the fallowing species: Schinus mole (California pepper); Quercus spp. (oak); Cedar spp. (cedar); Eucalyptus globulus (blue gum eucalyptus); Juglans spp. (walnut); Olea europaea (olive); Platanus spp. (sycamore); Populus spp. (cottonwood); or as otherwise designated by the Planning Commission based on the tree's unique and intrinsic value to the community because of its size, age, historic association or ecological value. • Any proposal for construction, utility installation, paving, street improvements, or any other ground-disturbing activity within the drip line or critical root zone of a heritage tree shall require administrative approval by the Planning Director pursuant to Section 9-2.303(a)(4) prior to issuance of permits, to ensure that such work will not adversely impact the health of the heritage tree. Section 8. The proposed project would construct an underground water pipeline and re--establish two existing wells. The project would not increase the use of existing 'neighborhood and regional parks or other recreational facilities and no impact would occur. Nor would the proposed project require the construction of additional recreational facilities. However, the project would temporarily disrupt the bike path during construction of the pipeline resulting in a potentially significant impact to recreation. However, with the implementation of Mitigation Measure REC-1, which would require a bike path construction detour plan, impacts would be reduced to below a level of significance. REC-1: Prior to the issuance of the construction permit the contractor shall prepare and implement a construction detour plan for the bike path subject to Utilities Department review and approval in consultation with the Community Services Department. Section 9. The pipeline would be installed within a five month period, and would temporarily disrupt individual segments for less time. These segments include a parking lot area, as well as some roadway and bike path crossings. As a result, the construction activity would have the potential to have temporary construction impact. However, the implementation of a traffic control plan during construction would reduce traffic impacts to below a level of significance. TRANS-1: Prior to the issuance of the construction permit the contractor shall develop and implement.a traffic control plan subject to prior review and approval by the City Engineer or his designee. The traffic control plan shall include the limitation of constructions to 7:00 a.m. to 6:00 p.m. on Monday through Friday, and from 8:30 a.m. to 4:30 p.m. on Saturday. Construction is prohibited all day Sunday and on Federal holidays. 7 2-16-2010 NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby that the proposed project is consistent with the policies and objectives of the General Plan, specifically, the Public Services & Utilities Element because the proposed waterline and wells will ensure that the City maintains the ability to provide the required high-quality and dependable water service to the community; and, The proposed project is consistent with the City Council adopted Domestic Water Master Plan (DWMP) which identifies the waterlines and facilities (Project ) to provide necessary higher levels of water service to existing and proposed developments located in the surrounding area. NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby approve a Mitigated Negative Declaration subject to the mitigation measures contained in Exhibit-,A attached hereto and incorporated herein. PASSED, APPROVED AND ADOPTED...this 16h-day af'rpbruary, 2010, DR. LONDRES USO, MAYOR A TE T.� Li MA IA RIS, CITY L RK STATE OF CALIFORNIA ) COUNTY.OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARIA MORRIS, appointed City Clerk of the City of San Juan Capistrano, do hereby certify that the foregoing Resolution No. 10-02-16-02 was duly adopted by the Cit Council of the City of San Juan Capistrano at a Regular meeting thereof, held the 16 day of February 2010, by the following vote: AY COUNCIL MEMBERS: Allevato, Hribar, Freese and Mayor Uso NOrs: /COUNCIL MEMBER: None ABS OUNOIL MEMBER: Nielsen MARIAN MIORMS, City Cler 8 2-16-2010 w, INITIAL STUDY --city of san 'uan ca istrano califoir>naia 1. PROJECT: Capital lmprovementProject775,Eastern Wells and Pipeline Project(ProjectNo.20859 1) 2. LEAD AGENCY: City of San Juan Capistrano 3. CONTACT PERSON&PHONE:Joe Mankawich,Associate Engineer,(949)487-4313 4. PROJECT LOCATION: Two wells:Well 5A is located approxirnately290 feet southeast of the intersectionof MorningstarLane,Via Parra and Calle Arroyo,and approximately 170 feet north of San Juan 'Creek. The South Cook Park Wellis situated within Russell Cook Park, approxirn.ately430 feet east of the intersection of Calle Arroyo and Rancho Viejo Road and approximately 50 feet north of San Juan Creek. Pipeline:From Well 5A southwesterly to the City's Groundwater Recovery Plant,fora total distance of Approximately 8,670 linear feet. 5. APPLICANT: Utilities Department, City of San Juan Capistrano, 32450 Paseo Adelanto, San Juan Capistrano,CA 92675 6. GENERAL PLAN DESIGNATION: The General Plant Land Use Element's Land Use Policy Map designates portions of San Juan Creek and the ad joining bank areas as 1.0-General Open Space",white C. Russell Cook Park is designated "1.3•Community Park". 7. ZONING: Portions of San Juan Creek-and the adjoining bank areas are classified as "GOS" (General Open Space)on the Official Zoning Map of the City of San Juan Capistrano,white C.Russell Cook Park is zoned"CP"(Community Park). k 8. PROJECT DESCRIPTION: In 1994 the San Juan Basin Groundwater Management and FacilityPlan ki (Groundwater Plan)was prepared by the San Juan Basin Authorityto establish management strategies for ;4 groundwater and potable water supplies in the San Juan Basin.The Groundwater Plan discussE cl several facilities required to manage future water supply.The facilities included a desalting plant to treat poor to marginal quality groundwater in the lower portion of the basin,new we]Is to pump groundwater,recharge F facilities for recharging imported water, and pipelines and other ancillary equipment. These facilities U would allow for the groundwater of the San Juan Basin to be used as a storage element in the local and regional watersupply systemsand particularlyprovidea supplemental supply ofwaterduring periods of drought or emergency,The Groundwater Plant was prepared for the San Juan Basin Authority in 1994;and was used in the preparation of its CEQA documentation completed in 1995.The proposed Eastern Wells T and Pipeline project (proposed project) would be consistent with the facilities required to meet the objectives of the Groundwater Plan. .3 f Furthermore,on October 30,2000 theSan Juan Basin Authority(SJBA),of which the City of San Juan f for diversion and use of tater(diversion perm Capistrano(City)is member agency,received a permit il fi-orn the State Water Resources Control Board Division of Water Rights(SWRCI3). Diversion permit #21074 granted the SJBA rights to extract groundwater from seventeen different potential well locations within the boundaries of the San duan Creek and the Arroyo Trabuco Creek. More specifically, SJBA has been allocated rights to divert(extract)up to a maximum of 8,026 acre-feet per year(afy)of groundwater Ff f, -ti EXHIBIT A Initial Study/Environmental Checklist -2- Ci of San Juan Capistrano, California from January I to December 1 of each year. The 8,026 afy can be increased by a maximum of 2,676 afy, for a total diversion of 10,702 afy. However,the SJBA would need to prove to the SWRCB that the water is available to sustain the maxiinuin extraction and that the maximum extract would not degrade the creeks and/or vegetation/habitat within the riparian corridor. Currently,as part of the diversion permit the City has to regularly monitor the condition of the creeks and vegetation living within the riparian corridor. If it is determined by the monitoring data submitted to the S WRCB that there is any degradation of the creek or the vegetation due to the extraction well(s)then the diversion permit requires that the well(s)be shutdown The proposed project would consist of the construction of two replacement groundwater production wells, along with a collection pipeline. The proposed South Cook Park Well and Well 5A are two of the seventeen wells identified in tine diversion permit. The proposed collection pipeline would connect the two replacement wells, South Cook Park Well and Well 5A,plus,a third existing well,Tirador Well,to form a groundwater collection system in the vicinity of San Juan Creek and south ofCallc Arroyo(Figure 1).The collection systema would supply water from.the San Juan Groundwater Basin(basin)to the City of San Juan Cap istrano's.Groundwater Recovery Plant (GWRP, located at 32470 Paseo Adelanto) for treatment before being introduced into the public water supply system.The treatment consists of removing iron, manganese and total dissolved solids (TDS) fi-om the groundwater. The current capacity of the GWRP is 5.1 mgd(5,712 afy)which is within the limits allocated by the diversion permit of 8,026 afy. The addition of the proposed South Cook Park Well and Well SA along with the current operating wells will not exceed the allotted amount of water to be extracted under the diversion pen-nit, The GWRP is currently fed by six(6)wells in the basin:Dance Hall,Tirador,CVWD No. 1,CVWD No. 2, SJBA No. 2, and SJBA No.4. Phase l of the GWRP required 8 wells to feed the GWRP. The South Cook Park Well and Well 5A will complete the well requirements under the Phase I for the GWRP,and will allow for effective management of the basin water. The purpose of the two replacement Eastern Wells (South Cook Park Well and Well 5A)is to provide system reliability and ultimately improve the flexibility of potable water production from these existing group of wells. Construction would occur during a five month tune-frarme,anticipated to be February through June,2010. Project components are described in greater detail below,and depicted in Figure 2. South Cook Par Well: The South Cook Park Well is a replacemer.t well for CVWD Well No. 3 and would be located within Russell Cook Park.The well would be located approximately 430-feet east of the intersection of Calle Arroyo and Rancho Viejo Road and approximately 50-feet north of San Juan Creek. The well would be constructed within a concrete block,stucco building which would be approximately 22 feet in length and 16 feet in width.The building would also house the majority of the related mechanical and electrical equipment, Well 5A: Well 5A is a repla" ment for CVWD Well No. 5,a well that is currently at the same location, which is approximately 290 feet southeast of the intersection of Morningstar Dane, Via Parra, and Calle Arroyo and approximately 170 feet north of San Juan Creek.'/`his site would be secured within a concrete masonry unit (CMU) (e.g. slump stone) walled building and substantially screened from view of the general public by existing and proposed landscaping. As required by the California Department of Public Health (CDPH), well facilities must be located at a higher elevation than the 100-year floodplain. This prevents flood water from infiltrating the underground basin directly and potentially contaminating the ground water supply.The finished grade for the South Cook Park Well facility foundation would be raised approximately five feet to match the existing berm that borders San Juan Creek. The berm is two feet :d higher than the floodplain,and this elevation complies with the CDPH requirements. 3 F i rt l}; t' 3--------------- 73 'j Frl I5 S 3 3 i Sulphur,` Creek �, � ��'C�''�•. + ,yjr� 6 i MIGUELLAGUN 2 RC3= Izk'a�7 % SAN x CAPISTRANO `` 0. r• i YC�. f •y,` l; 4�±' `-g��gCC �N� -�` fes` C � U� r c� `_•_t..1 /�� Project Location La s'i! o j SGS [rANA P01 4T `C SRN Cl-FIVIENTE PaCIPC Ocean N" Mile kDevan ti SOIJRCE:Thomas Bros.;ESA,2003 Eastern Wells and Pipeline MND.208591 Figure'i Regional Location :,. ... _.... g. 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'�,X;.. � 1 xL {Y A X15 Y a Q r,ax 4 �i'�y F5 -! mlRi J qr� f arch¢ > n �! 5 Co rn a baa a y, : w v: _' C. Rt- Tn 4 � c.- 1 9/ 4 tm !e: O C7 U 27 r :- 't z1. �i r �'p_. fr t r, _�,X13 f y'�S A^3 + v� , p; r y© N t�6 .ag 3 ai, ,- �r Cv k"i ". !S � ' '.nom kb N LV U _f N1. AM Q N � . , -„fix - ,y cr a s , 1y r' i 'I Y rD .m.. y{ ,zr-,s s Ff K,. 9 j t r: I d! 3jrr Y( !S ami w ns t1V et�AY 6�s �" o L , � 'X •X o 'xr:a'C� .� r r + %sc.i y,, y Is [ rj Ll 3' ,Y 1 F -�h 4 -5 U y: C 1 f. wa I r;r tr n' % G7. . .. :L i 0 :t: .'r.Y. i': i J: Initial Study/Environmental Checklist -5- City of San Joan Capistrano, California t'x'�yeline The pipeline material was chosen to be C905 Poly Vinyl Chloride(PVC)pipe,due to the corrosive nature of the soil in,the San Juan Capistrano area.PVC does not react with the soil,whereas a ferrous material (i.e., one containing iron) would. The sixteen (16) inch diameter pipeline would extend for approximately 8,670 linear feet. The project would also include an alternative alignment that would bypass the existing Tirador Well and connect to an existing 12-inch potable water pipeline that runs parallel to 1-5 freeway.The alternative alignment would be approximately 930 linear feet(see figure 2). The proposed pipeline would commence at the GWRP. maintenance yard underground (Pipeline Segment 2CI). The pipeline would then continue underground in a steel casing beneath the Southern California Regional Rail Authority(Metrolink)railroad right-of-way(Pipeline Segment 2C2),Segment 2C3 and 2C4 of the proposed pipeline spans the area between the railroad right-of-way and Camino Capistrano.The majority of the pipeline would be located in a bike trail adjacent to San Juan Creek. Segment C5 of the pipeline extends from the east side of Camino Capistrano to the west side of the Califoinia Department of Transportation(Caltrans)right-of-way.The Caltrans right-of-way marks the Interstate 5 freeway (1-5)under crossing. This portion of the pipeline would also be located in the bike path adjacent to the Sart Juan Creek.The bike path material transitions between concrete and asphalt construction periodically during this section of the proposed alignment. Segment Cb of the pipeline begins on the west side of the 1-5 freeway where it will extend to an existing 12-inch water line that runs adjacent to the 1-5 freeway. This existing potable water line will be converted to raw water use by the City and will also be used to connect Segment C9 of the proposed pipeline that lies north of Segment C6,Segment C9 of the proposed pipeline spans west along Calle Arroyo where:it intersects the existing water litre and travels east to the parking lot entrance located on the west side of Calle Arroyo Cottages.The parking lot entrance lies between the Calle Arroyo Cottages and an equestrian center. The pipeline would be constructed within Calle Arroyo. Segment C 10 of the pipeline would be located within the entrance driveway and parking lot of Calle Arroyo Cottages and then would transverse through the City owned property of the Ortega Equestrian Center. This segment would end with a connection to South Cook Park Well,located in Russell Cook Park.The City would retain an easement from Calle Arroyo Cottages for this particular portion of the alignment.Segment C I ! would underground along a bike path within Russell Cook Park.The pipeline would span the length of the park from South Cook Park Well to La Novia Street. The majority of construction would be in the asphalt path of the park, however, a small segment<at the end would be within the outfield of the park's baseball diamond.Segment Cl 2 of the pipeline horizontally crosses La Novia Avenue. Segment C 13 completes the connection of the three wells.The pipeline would be constructed within a paved i bike path adjacent to Sara Juan Creek for the remaining length of the alignment. Segment C 13 terminates the well collection pipeline at the Well 5A facility, s i The 1-5.crossing is independent of the 16-inch PVC well collection pipeline.This portion of the project would replace two existing water pipelines that have been installed underlteadi 1-5,approximately2000-feet south of Ortega Highway.The-first of these existing pipelines is an 8.63-inch(6.96 inch inside diameter)High-density a polyethylene(HDPE) well collection line that currently transports water from the Tirador Well to the City's GWRP.The second pipeline is an 18-inch(14.73 inch inside diameter)HDPE potable water supply line which supplies water from the GWRP to the City's 350 pressure zone.Several replacement options were considered by the City. The City concluded that abandortment of both of the existing i 3-inch and 8.63-inch pipelines and the installation of a now,Caltrans approved,crossing in the sante location was the most effective option.The new crossing would require a 30-inch steel casing to house a 16-inch ductile iron pipeline. Well Pump and Construction Methods: South Coop Park Well and Well 5A are similar in production and Initial StudEnvlronmental Checklist -G- CRy of San Juan Ca istrano, California size,as well as mechanical and electrical components,however,they have different site requirements that are specific to each well.Pumps are chosen based on the flow(in ggrallons per minute,gprn)and total dynamic head (Mlj).During the drilling phase,both wells are required to be pumped for a 48-hour development period and samples of the soil will be taken at 4-foot increments. Data from both of these operations will be used to determine the actual performance of both wells and the final design will be altered to accommodate these results. For the purpose of this preliminary design report,the flow and TDI-1 requirements for both wells are 700 g,pnt and 110 feet respectively.Additionally,each well facility would be equipped with a Programmable Logic Controller(PLC), 5 port Ethernet Switch, INET 900 Ethernet Radio and YAOi Directional Antenna. Status signals and alarms at each wel l facility would be sent from the PLC to the NET 900 Ethernet Radio via the Ethernet Switch.This equipment allows for remote operation and monitoring of each well site by the City. Various well drilling methods have been developed in the industry,responsive to differing geologic conditions. For the purpose of these two wells, a combination method, tine direct auger drill through casing method, is proposed.This combined method uses direct rotary auger drilling ahead of a temporary casing that is pushed into the bore hole in four-foot long;segments.Once the bore hole and temporary casing is advanced to the full well depth, a well screen and gravel pack is placed inside the temporary casing and the temporary casing is then removed.As the upper(50-foot to 60-foot)portion of the temporary casing is rmnoved,the sanitary seal is placed. 3 Pi• gline Constr-trction Method: Two different construction methods will be used for the pipeline.Open cut t construction will be used for the majority of the well collection pipeline,excluding;Segment 2C2.The jack and } auger boring;method will be used in the recommended alternative for the 1-5 crossing as required by Caltrans. Open cut construction is the rrrost common method of pipeline construction..It involves excavating a trench, preparing the pipeline foundation(bedding),placing the pipe in the developed trench, backfilling the trench, and restoring surface improvements. The jack and auger boring technique consists of placing the boring,machine in a jacking pit on grade with the bore profile so that it exits into a receiving pit. The boring machine drives a dry rotating auger normally through a jacked steel casing. The casing is jacked in ahead of the auger. The jack and bore method is . applicable when tren,7,hiess applications are required for selected crossings,as is the case with the 1-5 crossing; is where Caltrans requires a jack&bore pipeline installation. A casing will be jacked in and the carrier pipe inserted into the.casing. General Construction Requirements: The project construction program will cornplywith all government regulations,including,but not limited to those of the state,the South Coast Air Quality Management District (SCAQMD),and City of San Juan Capistrano.Activities shall be regulated as follows(these requirements shall be specified in the construction plans submitted to the City Department of Public Works): t. • The use and disposal of any hazardous materials used during construction and maintenance shall follow all government and manufacturers specifications. it • Use of all products and machinery during construction shall comply with labeling;and standards of use. • PIans shall be submitted detailing how siltation or airborne dust(SCAQMD Rule 403)witl be reduced ; during;the grading and construction phase. f • City and Caltrans emergency access plans,where applicable,shall be complied with. ` l • Project construction traffic and parking;plans for construction-phase traffic and parking disruptions t will be prepared by the applicant or contractor and approved by Caltrans and the City.These plans will include temporary traffic control features that would be employed during construction. F • The project contractor shall prepare a Storni Water Pollution Prevention Plan (SWPPP) for City approval, in order to comply with the National Pollution Discharge Elimination System(NPDES). } • The project contractor shall prepare a detour plan for the bike/walking path for City approval. }' Y r{' f fir Initial Stud !Environmental Checklist -7- Cit of San Juan Capistrano, California 9. SURROUNDING LAND USE(S)& PROJECT SETTING:77he project site is located in the City of San Juan Capistrano(refer to Figure 1),The wells would be located within suburban areas characterized by residential development,park areas,and bikeways. The pipeline would extend through sinnilar areas, through the maintenance yard adjacent to the GWRP,as well as extending within a bike path that fonx)s an underpass under the following;transportation routes:1-5,Camino Capistrano,and the Metrolink Railroad. 10. OTHER REQUIRED AGENCY APPROVALS: California Regional Water Quality Control Board: Section 401 Water Quality Certification 11. PREVIOUS ENVIRONMENTAL DOCUMENTATION: • Program EIR,Non-Domestic/Recycled Water Master Plan(NDWMP,City of San Juan Capistrano, 2006). o Preliminary Design Report-City of San Juan Capistrano Eastern Wells and Pipeline Report, City of San Juan Capistrano,2009. +� Mitigated Negative Declaration,Supplement to the 1995 Expanded Mitigation Negative Declaration for the San Juan Basin Groundwater Management and Facility Plan,Capistrano Valley Water District; Dosalter Project(RO/DBOF)Project,2001. • San Juan Basin Groundwater Management and Facility Plan, NB.S Lowry, 1994. • Water Master Plan Update, San Juan Capistrano Domestic Water Master Plan, AKM Consulting Engineers,2004, 12. CONSULTATION: A.City of San Juan Capistrano William A. Ramsey,AICD, Principal Planner Fric Bauman, Utilities Engineer Joe Mankawich, Associate Engineer B.Documents&resources: 1 City of San.Juan Capistrano, General Plan. City of Saar Juan Capistrano,Title 9, Land Use Code. City of San Juan Capistrano, Environmental Review Guidelines. Federal Emergency Management Agency, Flood Insurance Rate Maps. U.S,G.S.Topographic Quadrangle, San Juan Capistrano. City of San Juan Capistrano, Street Tree Master Plan. City of San Juan Capistrano,Architectural Design Guidelines. 13. SUMMARY OF ENVIRONMENTAL FACTORS POTENTIALLY A,EFECTED: The i? environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following;pages: ❑ Aesthetics ❑ Agricultural Resources ❑ Air Quality ❑ Biological Resources ❑ Cultural Resources ❑ Geology&Soils ❑ Hazards&Hazardous Mats. ❑ ffydrolog y&Water Quality ❑ Land Use&Planning f i ❑ Mineral Resources ❑ Noise ❑ Population&Housing Y3 ❑ Public Services ❑ Recreation Cj Transportation &Traffic ❑ Utilities& Service Systems C] Mandatory Findings of Significance F ;.i 14. DETERMINATION. (To be completed by lead agency) Based on this initial evaluation: { I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. { ;r i Initial Stud (Environmental Checklist -a- City of San Juan Ca istrano, California 1 find that although the proposed project could have a significant effect on the environment,thee:will not be a significant effect in this case because revisions in theproject have been made by or agreed to by the project proponent.A MITIGATED NEGATIVE DECLARATION will be prepared. I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT RE-PO1;T is required. I find that the proposed project MAY have a"potentially significant innpact"or"potentially significant unless mitigated"impact on the environment,but at least one effect 1)has been adequately analyzed in an earlier document pursuant to applicable legal standards,and 2)has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMEN'T'AL IMPAC`('REPORT is required, but it Faust analyze only the effects that remain to be addressed. EJ I find that although the proposed.project could have a significant effect on the environment, because all potentially significant effects(a)have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards,and(b)have been avoided or mitigated pursuarit to that earlier EIR or NEGATIVE DECLARATION,including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. 15. ENVIRONMENTAL ADMINIS'T'RATOR DETERMINATION (Section 9-2.201 of SJC Municipal Code): T11e initial study for this project has been reviewed and the environmental determination is hereby approved: tlliarn Ramsey,AICI', Principal flan r Environmental Administrator IG. ENVIRONMENTAL CHECKLIST 'Phis section analyzes the potential environmental itnpacts which may result from the proposed project.. For the evaluation ofpotential impacts,the questions in the Initial Study Checklist(Section 2)are stated and answers are provided according to the analysis undertaken as part of[lie initial Study. The analysis considers the project's short-term impacts(construction-related),and its operational or day-to-day impacts. For each question,the following should be provided: I) A .brief explanation is required for all answers except "No Impact" answers that are adequately supported by the informal ion sources a lead agency cites in the parentheses following each cluestioln.A "No Impact" answer is adequately supported if the referenced information sources show that the impact simply does not apply to projects like the one involved(e.g., the project falls outside a fault rupture zone).A"No Impact"answer should be explained where it is based on project-specific factors as well as general standards(e.g.,the project will not expose sensitive receptors to pollutants,based oil 1. a project-specific screetning analysis). 2) All answers.must take account of the whole action involved, including off-site as well as on-site, j cumulative as well as project-level, indirect as well as direct,and construction as well as operational impacts. 3) Once the City has determined that a particular physical impact may occur,then the checklist answers must indicate whether tine impact is potentially significant,less than significant with mitigation,or less i Initial Stud /Environmental Checklist -9- City of Sart Juan Ca istreno, California than significant."Potentially Significant Impact"is appropriate if there is substantial evidetnce that an effect may be significant, If there are one or more"Potentially Significant Impact" entries when the determination is made,an E1R is required. 4) "Negative Declaration: less Than Significant With Mitigation Incorporated" applies where the incorporation of mitigation measures has reduced an effect frorn"Poterntially Significant Impact"to a "Less Than Significant Impact."The lead agency must describe the mitigation measures,and briefly explain hour they reduce the effect to a less than significant level(naltigation measures froth"Earlier Analyses," as described in(5)below, may be cuss-referenced). 5) Earlier analyses may be used where,pursuant to the tiering,program EIR,or other CEQA process,an effect has been adequately analyzed in an earlier l IR or negative declaration.Section 150.63(c)(3)(D), In this case,a brief discussion should identify the following: a) Earlier Analysis Used. Identify and state where they are available for review. b) Impacts Adequately Addressed. Identify which effects fronn the above checklist were within the scope of and adequately analyzed in an earlier document.pursuant to applicable legal standards, and state whether such effects were addressed by mitigation measures based on the earlier analysis. c) Mitigation Measures, For effects that ara "Less than Significant with Mitigation Measures Incorporated," describe the mitigation measures which were incorporated or refined from the earlier document and the extent to which they address site-specific conditions for the project. 6) Incorponato into the checklist references to information sources for potential impacts(e.g., gerncral plans, zoning ordinances). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pages where the statement is substantiated. 7) Include a source list and list of individuals contacted or consulted. 8) This form is consistent with the California Environmental Quality Act(CEQA)Guidelines and all Initial Studies performed on projects within the city must use this format. l g)The explanation of each issue should identify, a)the sibriificance criteria or threshold, if any, used to evaluate each question;and b)the mitigation measure identified, if any,to reduce the impact to less than significance, j? 51 j� i it 16.1 AESTHETICS. Would the pmject. a. Have a substantial adverse effect on a scenic vista? r ❑ ❑ ❑ 0 b. Substantially damage scenic resources, including, but not limited to trees, rock outcroppings, and historic building along a State-designated scenic ❑ ❑ ❑ Z hi hwa c. Substantially degrade the existing visual chataeter or quality of tlae site and ❑ a ® S its surroundings? Initial Stud /Envlronrrtental Checklist -10- City of San Juan Capistrano, California i T 6.iN C d. Create a new source of substantial light or glare which would adversely affect day or ni=littime views in the area? a) Have a substantial advease effect on a.scenic vista?No Inipact. The project site is located within the vicinity of 1-5 and SR-74.The City's General Plan Community Design Element designates I-5, and all arterial streets including; State Route-74 (Ortega Highway) as a `scenic corridor" (San Joan Capistrano, 1999). Also, the City establishes specific design guidelines for "public . facilities"to assure they are designed consistent with the Community Design Element's goals and objectives. Viewsheds from these major roadways and from public parks and open spaces must be considered as pail of r the public facility design process. . l The project area includes suburban development,neighborhood parks,open space,and some commercial and is industrial(west of I-5)development.The proposed pipeline would be located underground,with only the well components extendingabove ground and so,the well buildings represent the only physica[feature that could affect aesthetic resources. South Cooks Well would be located within a park and in full view of the public; therefore special consideration has been made to make the site aesthetically pleasing. The well would be constructed within a stucco covered concrete block building,which will be approximately 22-feet in length and 16-feet in width:The building;would be equipped with a red the roof to match the surrounding architecture. The building would also house the majority of the mechanical and electrical components of the well.This will not only keep thein out of view but would also protect the facility from vandalism. Well 5A would be constructed on the existing CVWD Well No.5 site.This site is secured within a chain link fence and out of the view of the general public.Weil;5A would include a concrete masonry unit(CMU)wall(e.g.slump stone)and a corrugated roof building to protect it and obscure it from views, 'l Given that the project components will be out of view of the general public,except for the South Cooks Well building, which will be designed to be visually compatible with area buildings, no impact to scenic vistas t would occur. The following;"project design features"are necessary: PDC-1:As part of the approval of construction plans and specifications,the construction plans will include the proposed well building design which will be subject to formal review by the Community Development � Department or designee for consistency with die City's Architectural Design Guidelines, who may refer the design to the Design Review Committee(DRC) for deter-nination. 1 PDF-2, As part of the approval of construction plans and specifications,the proposed site design will include a landscape design with provisions for using a California native plant palette which will be subject to formal review by the Community Development Department or designee for consistency with the City's Architectural Design Guidelines,who may refer the design to the Design Review Committee(DRC) for determination, s£ b) Strhstcantially damage scenic resources, including;,but not!rowed to,trees;rock outcropj;ing;s, and historic btlildira&s utnng;a.skate SCerzic highway?No Impact. See response 16.1 a)above.The proposed project would not be visible from a state scenic highway;therefore, no impact would occur. c) Substantially degrade,the existing visual character or qu ality q the life and its strr roundingrs?No Impact. Y Initial Stud M nvironmental Checklist -11- Ci!y of Sart Juan Capistrano, California As described in section 1.1 (a),the project pipeline components would be underground.The wells have also been either located out of public view(Well 5A),or desigtidd to be visually compatible with buildings in the surrounding area(South Cooks Well).South Cooks Well,which is within a park,has been specially designed to be aesthetically pleasing.The well would be constructed within a stucco covered,concrete block building, which will be approximately 22-feet in length and 16-feet in width.The building would be equippod with a red the roof to match the surrounding architecture.No degradation of the visual character or quality of'the,site and its surroundings would occur with implementation,of the project. d) Create a new.source ref:substantial light or glare which would adversely affect day or nighttime views in the area?No Impact. The proposed project pipeline would be completely underground;and the well facilities do not propose outdoor fighting. Security lighting will be required to be designed consistent with the City's Title 9, Land Use Code, exterior lighting standards and all Fixtures will require glare shields and cutoffs. No impact would occur. e 16,2 AGRICULTURAL RESOURCES, Would the ro'ect: a. Convert Prime Farmland, Unique Farmland, Farmland of Statewide Importance as depicted on maps prepared pursuant to the Farmland Mapping ❑ ❑ ❑ 9 and Monitodil Pro ram of the CA.Resources Agency? b. Conflict with existing zoning for agricultural use, or a Williamson Act ❑ El p Contract`? j a Involve other changes in the existing environment which, due to their location or nature,could result in conversion of Farmland,to non_agricultural ❑ ❑ ❑ use? a) Convert. Prime Farmland, Unique Farmland, or Farmland grStatewide Importance (Farmland), as shown on the maps pPeparvd pursuant to the Farrnfand Mapping and Monitoring Progrtain of the? California Resources Agency, to non-agricultural arse?No Intpact. The proposed wells would not be located on Prime,Unique or Farmland of Statewide importance.The South s Cooks Well would be located within the Russell Cook Park, Well SA is a replacement well that would be located on the existing CVWD Well No. 5 (Well S)facility. Therefore, impacts to Prime Farmland, Unique 1~armland,or Farmland of Statewide Importance would not occur.The proposed pipeline would be installed within existing facility maintenance yards,Caltrans toad right-of-way(two pipeline segments:the I-5 crossing and segment C-5), and parking lot areas, underneath a bike path and underneath previously disturbed open k, space and recreational park land, No conversion of farmland is required. Y 13) Conflict wit]t existing zonr'ng,for agricultural use, or a Williamsonflet contract? No Impact. The proposed pipeline and wells are not located on land designated for agricultural use or under William Act contract (see section 2.1 (a) above). Therefore, the proposed project would not conflict with any existing agricultural zoning or a Williatmon Act contract,and would not convert any farmland to non-agricultural use. c) Involve other changes in the existing environment which, clue to their location or nature, could result in conversion gfFrar^nzland. to non-agricultural use?No Impact. S3 k Initial Stud /E=nvironmental Checklist -12- City of San Juan Capistrano,.California The proposed project would be located within the existing;well facilities,roadways,highway right-of-wayand recreational areas. Therefore, the proposed project would not result in conversion of farmland to non- agricultural uses. 16.3 AIR 2UALITY. Would theproject: a, Conflict with or obstruct implementation of the applicable air quality plan? ❑ ❑ ® ❑ b. Violate an air quality standard or contribute to an existing or projected air ❑ � ❑ ❑ ual,ty violation? c. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under the applicable federal or state ambient air quality standard (including; releasing; emissions which El ® El exceed quantitative thresholds for ozone precursors)? d. Expose sensitive receptors to substantial pollutant concentrations? ❑ El0 El 1 c. Create ob ectionablc odors affecting a substantial number of people? ❑ El ® ❑ a) Confl'ia wide orohstrucl implementation of the applicable airquality plan?Less than Signrcantlmpaer. Air quality is regulated by several agencies, including;the United States Environmental Protection Agency (USEPA),the California Air Resources Board(CARB),and the South Coast AirQuality Management District (SCAQMD). At the federal level,the USEPA is responsible for implementation of the Federal Clean Air Act (CAA)and establishing the National Ambient Air Quality Standards(NAAQS).The California Air Resource Board(CARE)promulgates ambient standards for California,or the California Ambient Air Quality Standards (CAAQS). The proposed project is located within the jurisdiction of the SCAQMD, the regional agency empowered to regulate airpollutant emissions from stationary,mobile,and area sources,foratl orportions of Los Angeles,Orange;Riverside and San Bernardino Counties.SCAQMD, to conjunction with in conjunction with the Southern California Association of Governments (SLAG), has developed strategies for reducing emissions in the Air Quality Management flan (AQMP).. The Final 2007 AQMP was adopted on June 1, 2007,and provides emission reduction strategies for the District and local air agencies to consider. The projects air quality impacts were analyzed based on the comparison of construction and operational emissions to regional significance thresholds and di-aft greenhouse gas thresholds.In summary,the proposed project would not result in an exceedance of ambient air quality standards or thresholds for other criteria pollutants. Thus,the project would not conflict with or obstruct implementation of the AQMP. Further,the Project would not result in an increase in the frequency or severity of existing;air quality violations and would not cause or contribute to new air quality violations.The proposed project is consistent with the Orange County General Plan and the City of San Juan Capistrano General Plan and the AQMP,in that it is part of the utility plans to support area development and would not include land usechang;es that would conflict with long-range air quality projections.The project would not conflict with or obstruct implementation of the AQMP. 1 b) Notate, any air quality standaad or contribute .substantially to an "ov vting or prnjectecl air quality i l violation?Less than Significant with Mitigation Incorporated C Construction emissions,discussed in greater detail below,would be the most substantial source of air duality ernissions from the proposed project. Operational activity for the proposed project would be passive and z include the conveyance of groundwater tlu-ough underground pipes, and the pumping; of water froth wells. =r Initial Study/Environmental Checklist -13- City of San Juan Ca iWano, California Potential tong-term emission sources include emissions associated with€naintenance/repair trips,which would be minimal. The City anticipates that from an operational perspective, the well sites would generate a tmaxirnu€n of one to two maintenance visits per month (average of 0.2 ADT per weekday); Therefore, the number of workers required for maintenance and operational activities would not result in a significant increase in traffic in the project area. Therefore, the effect of project-relates{ traffic on local carbon monoxide concentrations along roadways and at intersections would also be negligible. Construction Emissions Construction due to the well and pipeline installation would generate emissions frons excavation and soil fill/compaction activities, soil hauling;, and worker commuter trips. One building would be constructed, providing housing for the control panels and water pump equipment.Estimates of mass daily emissions during pipeline installation were compiled using URBEMIS 2007,which is an emissions estimation/evaluation model developed by the CARR, based in part on SCAQMD CE-QA Air Quality Handbook guidelines and methodologies.The URBEMIS 2007(Version 9.2.4)output sheets are provided in Appendix A.Calculations assume that construction of project,including pipeline and well component,would require approximately five months to perform, and conservatively assumes that the entire pipeline is part of the project(including the portion currently under design and proposed for construction by the Ventanas Development). Calculated unmitigated daily emissions from project construction are presented in Table 1.As shower,project emissions would not exceed SCAQMD significance thresholds, and therefore project impacts would be less than significant. Evers so, implementation of mitigation measure AQ-1 for on-road vehicles and off-road equipment will further reduce cumulative construction emissions in the South Coast Air Basin and benefit regional air quality, TABLE UNMITIGATED REGIONAL CONSTRUCTION EMISSIONS Estimated_ missions(lbs/day) Year/Phase ROC NO• CO PM, 1P111rs 2009 Mass Grading 3.67 32.50 16,40 14.23 4.11 Trenching 2.22 18.96 9.45 0.94 0.86 2010 Paving 2.06 12.17 8.88 1.05 0.96 Maximum Regional Daily 5.88 51.47 25.85 15.17 4.97 F-mi cions Regional Significance 75 LOO 550 150 55 Threshold Significant Impact`? No No No No No 5gtlr2Cr;:Ervno�tc€€at Scio€icc Assaciltes,20{}9. �� it Greenhouse Gases and Global Warming I The Global Warming Solutions Act of 2006, otherwise referred to as Assembly Bill 32 (AB 32), requires CARB to establish a statewide Greenhouse Gases(GHG)ernissio€r cap for 2020 based on 1990.emission levels (representing an approximate 25 percent reduction in emissions),and to adopt mandatory reporting rules for significant sources of GHGs. GHGs consist of CO2 and other less prevalent gases (the six Kyoto Protocol x gases), which are collectively measured in CO2 equivalents, or 00213. ;F 1 i 3,"r Initial Stud /Environmental Checklist -14- City of San Juan Capistrano, California In addition to the emissions in Table I above,the proposed project would contribute to global.clirnate change as a. result of emissions of greenhouse gases, primarily CO2, emitted by the small number of tra.rcks and earthmoving equipment associated with construction activities and the limited maintenance efforts required for they project(primarily wells) once the proposed project is built. As with other small projects with primarily short-term impacts, the specirc emissions from tyre proposed project would not be expected to individually have an impact on Global Climate Change. Furthermore,the project's GHG impact would be considered to be exclusively cumulative in effect;as no local project is large enough to cause climate change,there are no non- cumulative greenhouse gas emission impacts from a climate change perspective:Thus,the proposed project analysis of GHG emissions is to determine whether the proposed project impact is cumulatively considerable. Project construction greenhouse gas emissions would be approximately 1,306 metric torts of CO2C/yr.When compared to the draft SCAQMD Staff Cl QA greenhouse gas significance threshold of 6,500 metric toms of CO211yr,the maximum greenhouse gas emissions for the proposed project(2,158 metric tons of CO2E/yr or 33 percent of the draft threshold).is far below the draft threshold,and is not anticipated to conflict with the state's ability to meet the AB 32 GHG reduction goals, and therefore less than significant. TABLE 2 ESTIMATED EMISSIONS OF GREENHOUSE GASES FROM CONSTRUCTION Emissions metric tons of Cole per year for one year of construction Emission Source Onsite 1-leavy Equipment Etre to ee Vehicles Total Construction 141 7 148 SOURCE:Enviromnonud.Scielice As5ociauc&2009. Operational Emissions Operational activity for the proposed project would be passive and include the conveyance of potable water through underground pipes, and the pumping of water from wells. Potential long-term emission sources r include emissions associated with maintenance/repair trips, which would be minimal. Operationally, only minimal, occasional maintenance of the project would be required. Maintenance of the project is not anticipated to generate more than two truck trips per month on average(twenty-four trips per year),and the truck trips would be within the City,and of short duration and distance.This number of vehicles is extremely low for a project,would be less than the anticipated variation in vehicle use daily or annually on area roadways, and would not result in a significant increase in traffic in the project area. As a result, the proposed project would therefore have a less than significant impact with regard to criteria pollutants and GHG. Further,the effect of project-related traffic on local carbon monoxide concentrations along roadways and at intersections would also.be negligible. Electricity will be used at the well site for pump operation, well status signals, and alarms. Electricity use would be minimal,and would not result in substantial increases in ernissions from area electrical generation. c) Result in a cumulatively considerable net increase n_f any c!.riter is polftrtuiat for N;Iiiclr tlrc pr eject region is �Y non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions aviceerl quan itcativtc-flyresholdx for ozoneprecursorts)?.Lesstharr Sigfr fi'cant with tlfitigation Incorporated. -1 :G Despite the success of regional air quality programs in improving the South Coast Basin's air quality,the air i basin still exceeds health-based standards for ozone and particulate matter less than tett microns in size(PMI()). r l is Initial Stud ]Environmental Checklist -15- City of San Juan Capistrano, California Section 18 l(a)(1)of the Cleary Air Act classifies the Basin as an extreme non-attainment area for ozone,and states that the Basin roust achieve the federal ozone standard by June, 2021 (South Coast Air Quality Management Plan, 2007 Draft) (SCAQMP, 2007). The proposed project would not exceed thresholds for significant air quality impacts, based on the analysis in sections 3.1 (a) and (b) above. However, project construction would require trenching activities that have the,potential to contribute to cumulative airborne particles to the non-attairunent air basin.Implementation of Mitigation Measure AQ-l specifics which of the Rule 403 measures will be required for this particular project and would reduce impacts to a less-than- significant level. d) Expose sensitive rec:eptor:s to subsiandalpollutant concentrations? Less than Significant Intpact. The area surrounding,the project contains suburban residential tracts,open space,parks,commercial business and schools. Although part of the project will traverse a park, the area affected is a passive-use area where public activity will be restricted during construction of that portion of the project.The nearest residences are located within 50 feet from the proposed pipeline and wells, and the closest school is approximately 100 feet away(St Margaret's Episcopal School).However,construction would not result in significant impacts based on SCAQMD thresholds (see sections 3.1 (a), (b) and (c) above), and construction would be of short-term duration(five Months total,and substantially less at any one location along the alignment). Also,the project would involve very small areas of disturbance and limited construction equipment particularly for installation of the pipeline,which is the component nearest the sensitive receptors.Basest on these facts,impacts would be considered less than significant to sensitive receptors. e) Create objectionable odors affecting a substantial nwnber of pc>ople?L&qv than Significant Impact. Short-terra objectionable odors associated with the use of diesel-powered heavy equipment, and paving and asphalting activities could occur in areas near construction sites. SCAQMD Rule 1113 limits the amount of. Volatile Organic Compounds (VOCs) from architectural coatings and solvents, As such, with mandatory compliance with SCAQMD Rules, no construction activities or materials are proposed that would create objectionable odors that exceed applicable thresholds.Thus,due to the small project size and its short-teen mature,odor impacts would be less than significant, Mitigation Measures AQ-1: During clearing, grading,earth moving,or excavation operations,excessive fugitive dust emissions shall be controlled by regular watering or other dust preventive measures using the following; procedures, as specified in the South Coast Air Quality Management Districts Rule 403: • All material excavated or graded will be sufficiently watered to prevent excessive amounts of dust. watering will occur at least twice daily with complete coverage,preferable in the late morning and atter work is done for the day. • All material transported on-site or off-site will be either sufficiently watered or securely covered to prevent excessive arnounts of dust, • The area disturbed by cleaning, grading, earth moving, or excavation operations will be minimized so as to prevent excessive amounts of dust. • These control techniques will be indicated in Project specifications. Compliance with this measure will be subject to periodic site inspections by the City. 1 AQ-2: As part of the SCAQMD Rule 403 Dust Control flan,project grading;plans shall show the duration of construction. Ozone precursor emissions from construction equipment vehicles shall be controlled by 1 maintaining i �, equipment engines in good condition and in proper tune per manufacturer's 1 specifications, and to the satisfaction of the City Engineer. Compliance with this measure will be subject to periodic inspections of construction equipment vehicles by the City. t Y f Y !L trtF 1 Initial Stud /Environmental Checklist -fS- City of San Juan Capistrano, California : 16.4 BIOLOGICAL RESOURCES. Would the ro•ect: a. Have a substantial adverse effect, either directly or through habitat modifications,on airy species identified as a candidate,sensitive,or special El ® ❑ status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or the USFWS? b. Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans,policies,regulations ❑ ❑ or by the California Department of Fish and Game(DFG)or U.S. Fish and Wildlife Service? c. Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the CIean Water Act(including,but not limited to,marsh, El Elvenial pool, coastal, etc.) through direct removal, tilling, hydrological El 19 interni tion,or other means? d. Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident. or migratory ❑ ❑ ❑ M wildlife corridors or im ede the use of native wildlife nursery sites? e. Conflict with any local policies or ordinances protecting biological resources, El ❑ El as tree reservation olio lordinance? f. Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation flan,or other approved local,regional,or Cl ❑ (❑ 0 state habitat conservation Ian.? Biological Resodrees Analysis LSA biologists conducted a biological resource assessment on the proposed project site on Match 17,2009.A visual inspection was conducted by walking the length of the project site(i.e.,the proposed pipeline alignment and the well sites,South Cooks Well and Well SA)to assess on site and adjacent Biological resources and their potential for supporting special-status species.Prior to the site visit,ESA reviewed existing information for the proposed project site, including the California Natural Diversity Database (CNDDB) (CDFG, 2009), the California Native Plant Society Electronic Inventory(CLAPS, 2009), and the U.S. Fish and Wildlife:Service endangered species list(USFWS, 2008). ESA qucried these sources for special-status species records in the San Juan Capistrano Geological Survey 7.5-minute quadrangle map.Thepotential for special-status species to occur on the project site is based on the proximity of the project to previously recorded occurrences in the CNDDB, ori-site vegetation and habitat quality, topography, elevation,soils, surrounding land uses, habitat preferences,and geographic ranges of special-status plant and wildlife species known to occur in the region. rr) Have a substantial adverse effect, either directly or through habitat modifications, on any s7aecies identified as a candidate, sensidive, or special stators species in local or regional plans, policies, or regulations, or by the Calfor niu Departnrzent of Fish and Game or the USFWS7 Less tltan Significant with Mitigation Incorporated. The proposed project would be implemented entirely within previously disturbed areas(i.e.,within paved aretas or previously disturbed park areas). San.Tuan Creek,a significant watercourse, is located immediately to the south of the Project and contains riparian vegetation that is suitable for hosting habitat for a variety of avian i species, including the least Bell's vireo, a federally-and state-listed endangered species. Portions of the pipeline alignment are closer to the creek than others and adjacent riparian vegetation within the creek varies in species con-tposition,density and height. An approximate 7 foot tall earthen"levee"separates 'r f.'; Initial Stud IEnvlronmental Checklist -17- City of San Juan Capistrano, California the majority of the pipet ine alignment and the two well sites from San Juan Creek corridor.A mixture of native and Iron-native shrub species occurs on the northern slopes of the levee embankment that face the Project site. The proposed pipeline alignment would-extend along a paved bike path that is void of vegetation. South Cook's Well would be constructed within Russell Cook Park. Vegetation at the South Cook's Well site consists of non-native turf grass(Kikuya[Pennisetuni clandestinum]and Bermuda grass[Cynodon dactylon]). Tall mature blue gum(Eucalyptus globules)occur near the South Cook's Well site and pipeline segments C- 11,C-12 and C-13,and numerous other mature ornamental trees exist near various portions of the Project.sitd. Well 5A is proposed atop asphalt and cement pavement and native coast live oak(Quercus agrifolia)trees, blue elderberry(Sambucus nigra ssp.Canadensi.t)and a mixture of non-native and native shrubs are adjacent. Dense clusters of willow(&dU sp.)and giant reed(Ar•undo donax)are adjacent to pipeline segments C-12 and C-13. As shown on Figure 3, a variety of sensitive biological resources occurs within San Juan Creek, primarily, upstream and downstream of the project site,Recorded occurrences of species within the reaches of San Juan Creek gear the project site include white rabbit-tobacco (Pseudogna-phalium leucocephalum), Coulter's saltbush(Atriplax coulterr),least Bell's vireo,two-striped garter snake(Thairznophis hctnunonelit),southwestern pond turtle (Actinenlys marnmrata pallida), arroyo chub (Gila orcuttit), tide-water.goby (Eucyclagalritrs newberiyi), and Southern Cottonwood Willow Riparian forest. The proposod project site is fragmented by urban development from nearby recorded occurrences of sensitive species located outside of the creek. There are no sensitive plants (including; white rabbit-tobacco and Coulter's saltbush) located within or inimediately adjacent to the project site; nor are there on-site or adjacent habitats present that are capable of supporting the special-status animal species mentioned above.Pond turtles and two-striped garter snakes would ;tot be expected to be present within the disturbed portions of the project site (e.g., bike path, cement and asphalt areas)or within,Cook's Park.Arroyo chub and tidewater gobi are fish,and as such they are confined to the perennial waters of San Juan Creek.Southern Cottonwood Willow Riparian Forest is the typical breeding and foraging;habitat of the least Bell's vireo.Southern Cottonwood Willow Riparian forest has been recorded within the creek to the northeast of the proposed project.site. In addition, ESA biologists also noted various clusters of cottonwood and willow trees within various portions of the creek that are located to the south of the proposed project site.The nearest recorded occurrences of least Bell's vireo is greater than two miles upstream of the proposed Well 5A, where adjacent urbanization is minimal to absent. beast Bell's vireo could forage within the portion of the creek adjacent to the project site; however, they would not be expected to breed within these areas due to adjacent suburban and urban land uses. f I No construction would occur within undisturbed open space areas (park areas are previously disturbed), riparian areas or sensitive habitats..The entire area of constriction activity would be located within previously disturbed areas. Installatiotr of the pipeline, equipment access and staging would not result in the direct or i indirect mortality of special-status species. t F t 3 4 G: f Legend arroyo chub arroyo toadr " Southern Cottonwood Willow Riparian Forest Blochman's dudleya r:-M Southern Sycamore Alder Riparian Woodland Yuma rnyotis western spadefoot coastal California gnatcatcher „ W. coastal cactus wren least Bell's vireo monarch butterfly ; thread-leaved brodiaea �. tidewater goby two-striped garter snake ._ white rabbit-tobacco yf Couffer's saltbush LOPRtCATION southwestern pond turtle banal m. � Mips SOURCE:CNODS,200,9, Eastern Wells and Pipeline MND,208591 Figure 3 Special-Status Species Occurrences Within 2-Mile Radius of the Project Site Initial Stud lfEnvironmental Checklist -99- City of San Juan Capistrano, California Tree removal would not occur;however,indiu=t disturbance resulting from construction activities could cause nest abandonment and death of young or loss of reproductive potential at active nests located near the pipeline route and well sites.The federal Migratory Bird Treaty Act(16 USC, Section 703, Supp- 1, 1989) prohibits killing, possessing, or trading migratory birds, except in. accordance with regulations prescribed by the Secretary of the Interior. Migratory birds protected under this law include most native birds, with the exception of a few old word species, such as wreatit(Chamaea fasciata), European starling (Sturnus vulgaris), rock pigeon(Calumba li.via),house sparrow(Passer do►nesti'cus)and certain game birds (e.g-,turkeys and pheasants). This act encompasses whole birds,parts of birds,and bird nests and eggs. Migratory birds are also protected by the state of California, under Section 3513 of the California Fish and Game Code(CDFG Code).The CDFO Code also protects all breeding birds under Section 3503,and raptors (cagles,hawks, and owls)under Section 3503.5. Implementation of Mitigation Measure BIO-1 during construction adjacent to habitat for nesting; birds, including raptors and speciakstatus avian species would reduce impacts to less than significant. h) qave(i.sulystanlial advcr:ve effect on cri7y i-iparietn h(,rbilcit orolliersen.vitive iiattiral conzntiitiity icicnt ed in local.or regional plans;policies,regulations or by the Cali for nia Department of ,'ish and Game(DFD) or US, Fi s1r and Wildlife Sendce? No Irrrpact. Sensitive riparian habitat occurs within San Juan Creek; however, the proposed project would be located outside of the creek and is separated by a levee and adjacent land uses(i.e.,open space,equestrian trail,Cook's Park, etc.). Construction activities would.not result in. the removal or disturbance of riparian habitat. All construction activities would be confined to paved areas (i.e., bike path, road rights-of-way)and park areas (e.g.,South Cook's Well, which is proposed within Cook's Park). j The proposed project would not require a Section 444 permit from the US Arty Corps of Engineers(USAGE) or a streambed alteration agreement with CDFG as the proposed pipeline project would not involve construction activities our wetlands as defined by section 404 of the Clean Water Act. c} Ha1)e a sub.ytantitil ciclljerve effect on.federallyprotected vvetictrrcls as defined by Section 404 gftlze Cleary Water Act(including, bia.not limited to,nzur.sh, vernalpool, coastal.etc.)through direct removal,.fiffing, hydrological interruption, or other means? No Impaet. See response 16A b)above. (1) Interfere substantially with the movement nfany native resident ornzigtatoryjtvli or wilds fe.speciev or with established native resident or:migratory wildlife corridorv, or impede the use of native wildlife r, nurseiy sixes? No Impact. i Wildlife corridors are pathways or habitat linkages that connect discrete areas of natural open space otherwise =? separated or fragmented by topography, changes in vegetation,.and other natural or human-induced factors, '. such as urbanization. Adjacent land uses include residential and commercial development and busy roads, including 1-5;therefore,the project site does not provide a corridor for wildlife movement to and from adjacent sites. Moreover, the proposed pipeline would be constructed primarily within an existing bike path, other paved areas,and other disturbed areas,Some animals accustomed to urbanization,such as opossum(Didelphiv virginiana),striped skunk(Mephitis mephitis),and coyote(Canis harans),may travel through Sato Juan Creek; € however, the proposed project would not impair wildlife movement within the creek's corridor. Moreover, these species have not been designated as either Federally or State--protected,nor are they being presently being evaluated for such purpose. Therefore,the proposed project would not result in impacts on the movement of wildlife species E> Initial Stud lEnvironmental Checklist -20- City of San Juan Ca lstrano, California e) Conflict with any local policies or ordinal7CCsprotecting biological resources, such as trLein^csen}catioar policy/ordinance?,Gess than Significant with Mitigation Incorporated. The City's Municipal Code(Section 9-2.349)establishes regulations for removal of trees within the City.The ordinance regulates the removal of trees over six-inches(0) in diameter measured three feet(3') feet above grade.It also establishes findings that the City must consider before actingon the permit,Tree removal permits are required for new development projects,utility easements,common landscape areas,nonresidential projects, City facilities and right-of-way,individual residential lots,and heritage trees.The Municipal Code(Section 9- 3.557)prohibits the topping or severe trimming of trees.'Popping is cutting branches back to stubs or lateral branches to reduce the size of a tree.Implementation of Mitigation Measure BIO-2 would reduce impacts to a level of less than sigpifieant. 0 Conflict with theprovii•ions ofan adopteclHabitat Consenjation Plan,Natural Con:ntuni4,Conservation Xan, or other approved local, regional, or state habitat conseiiwtion plan? No linpact. The proposed,project is located within the Southern Subregion of the County of Orange Natural Community Conservation flan and Habitat Conservation Platt (NCCP/HCP). However, the proposed pipeline project would not impact coastal sage scrub habitat,San Juan Creek riparian habitat,nesting habitat for special-status raptors and other bird species, or other candidate,sensitive and special status species. The proposed project would not conflict with the provisions of the NCCP/HCI'. Mitigation Measures BIO-1: The federal Migratory Bird Treaty Act (16 USC, Section 703, Supp. 1, 1989) prohibits killing, possessing, or trading migratory birds, except in accordance with regulations prescribed by the Secretary of the Interior.Migratory birds protected under this law include most native birds, with the exception of a few old word species,such as wreatit(Chamaea fasciata), European starling(Sturnus vulgarix), rock pigeon(Colurnbca livi a), house sparrow(Passerdomestieus), and certain game birds (e.g. turkeys and pheasants).This act encompa'sses whole birds and bird nests and eggs.. Migratory birds are also protected by the state of California,under Section 3513 of the California Fish and Game Code(CDFG Code).The CDFG Code also protects all breeding birds under Section 3503,and raptors (eagles, hawks,and owls) under Section 3503.5. • To avoid impacts to native nesting birds,including cactus wren,should construction activity begin between January 1 and September 15, the City shall retain a qualified biologist to conduct nest surveys in potential nesting habitat within and adjacent to the project site prior to construction or site preparation activities. Specifically, within 30 days prior of ground disturbance activities associated with construction or grading,a qualified biologist shall survey the project site and areas within 50 feet of the project limits to determine if active nests of bird species protected by the Migratory Bird Treaty Act (MBTA) or the California Department of Fish and Game (CDFG) � Code are present in the construction zone or within a distance determined by CDFG or the qualified biologist.Because many birds expected to use the project area for nesting during the late winter(such as Anna's hummingbird [Ccalypte anna]and Cooper's hawk[Accipiter cooperii)), the breeding bird survey shall be carried out in the event construction begins during either the typical nesting/breeding season(mid March through September)and in January and February. If ground disturbance activities are delayed for more than 5 days, additional pre-construction bird nest surveys will be conducted such that no more than five days will have elapsed between the last t survey and the commencement of ground disturbance;activities.Surveys shall include examination of trees,shrubs,and the ground within grassland for nesting birds,as several bird species known to occur in the area are shrub or ground nesters. A 4' Initial Stud /l�nvironmental Checklist -29- City of San Juan Ca istrano, California Ifaetiw,,nests are found,clearing and construction activities within a buffer distance determined by CDFG, or the qualified biologist, shall be postponed or halted until the nest is vacated and juveniles have fledged, as determined by the biologist, and there is no evidence of a second attempt at nesting during the same year. Limits of construction to avoid an active nest shall be established in the field with flagging, fencing, or other appropriate barriers; and construction personnel shall be instructed on the requirement to not encroach into the buffer established for nesting areas. The results of the survey,and any avoidance measures taken,shall be maintained to document compliance with applicable state and federal laws pertaining to the protection of native birds. BI0-2: If the contractor determines that any trees(with a diameter exceeding b inches at breast height)would heed to be removed,the following shall occur: • Prior to removal of any tree,the contractor shall secure issuance of a tree removal permit,except in cases where a State-registered Arborist has determined in writing that such tree(s)are a hazard to utility lines or facilities. An application for tree removal shall be filed with the Community Development Department and the City may require replacement planting. • A heritage tree shall not be removed without prior Planning Commission review and approval of heritage tree removal penin it. A tree shall be deemed a heritage tree and shall be protected from removal when such tree has a trunk diameter at breast height(dbh) of thirty-six (36) inches or greater,and is a specimen of the following species: Schinus molle(California pepper);Quercus spp.(oak);Cedar spp.(cedar);Eucalyptus globulus(blue gutta eucalyptus);Juglans spp,(walnut); Olea europam (olive); Platanus. spp. (sycamore); Populus spp. (cottonwood); or as otherwise designated by the Planning Commission based on the tree's unique and intrinsic value to the community because of its size,age,historic association or ecological:value. • Any proposal for construction, utility installation, paving, street iittprovements, or any other i ground-disturbing activity within the drip line or critical root zone of a heritage tree shall require administrative approval by the Planning Director pursuant to Section 9-2.303(a)(4) prior to issuance of pennits,to ensure that such work will not adversely impact the health of the Heritage tree. 's E it G ¢ C P 9 � u K•� C '. L,,� 16.5 Ci.1LTuRAL RESOURCES. Would the projecF a. Cause a substantial adverse change in the significance ofa historical resource as defined in ' 15064.5 of CEQA'? ElEl El b. Cause a substantial adverse change in the significance of an archaeological ❑ � El ❑ � resource pursuant to ' 15064.5 of C1 A? a Directly or indirectly destroy a unique paleontological resource or site or ❑ ® 11 Eluni ue eologic feature? d. Disturb any human remains, including those interred outside of formal cemeteries? ❑ ® © ❑ , l F. Cultural Resources Analysis A project-specific cultural resources literature and records search was conducted at the California Historic Resources Information System(CHRIS)South Central Coastal Information Center(SCC1C)on April 23,2009. This records search included art examination of previous cultural resources survey coverage and reports,and Initial Stud l�nvironmental Checklist -22- City of San Juan Ca istrano, California known cultural resources within a 0.25-mile radius of the project site. Other sources that were reviewed included the California Points of Historical Interest (PHI), the California Historical Landmarks(CHL), the California Register of Historic Places(California Register),the National Register of Historic Places(National Register),,the California State historic Resources Inventory(HRI),and historic maps. A Sacred Lands Search for the project area was requested from the Native American Heritage Commission (NAHC) in May, 2009. No response has yet been received, A reconnaissance survey of the project area was conducted in April,2009, by BSA archaeologist.The entire project area was systematically surveyed for any cultural resources that may have been visible on the ground surface. The project area was found to be mostly paved or disturbed by modern development. No cultural resources were recorded during;the surrey. u) Cause a substaittialadve se change in the signffiir.cance gfci historical resource aa•dgfined in I5064.5v1' CEQA? Less than Significant.with Mitigation Incorporated, The proposed project would have a significant effect if it would cause a substantial adverse change in the significance of historical resource, which is either listed or eligible for listing on the National Register of Historic Places(NRHP),the California Register of Historic Resoutces(CRHR),or a local register of historic resources. To be eligible for listing in the NRNP, a resource must be significant in American history, architecture,archaeology,engineering, or culture. Similarly,to,be eligible.for the CRHR,a historical-period properly must be consideree]a significant resource at the local,state,and/or federal level.Unless the property possesses exceptional significance, it must be at least fifty years old to be eligible for NRNP listing: ,According to the SCCIC records search,there are 10 historic properties within 0,25 miles of the Project Area that are listed on the CRHR. Nine of these properties arc also listed on the NRHP. The Los Rios Historic District,which is listed on the NRFIP, is also located in close proximity to the project area. However,none of these properties arc within the Project Aiea and none would be impacted by the proposed project. Seven additional historic built resources are located within 0.25 miles of the project arca.One of the sites,30- '! 150083,is located within.several hundred feet of the project area.Three others(30-176663,30-176664,and 30-176700)are located within the project area.All three resources within the project area are segments of the Atchison,Topeka,and Santa Fe Railroad(ATSF)line,originally constructed in 1882.The line is still in use and its tracks and associated.components, as part of a working railroad, are modern. In addition, a railroad bridge constructed in 1917 lies just south of the proposed pipeline route.However,the proposed pipeline will be routed.under-the railroad tracks,and these resources should therefore not be adversely impacted by pipeline construction, i All historic resources, including 30-176663,30-176564,and 30-176700(ATSF railroad tracks),and the 1917 0 ATSF bridge should be avoided during project construction.The implementation of Mitigation Measure CR-1 .� would reduce impacts to historic resources to less than significant s. f i. g i L fF, f E. t f. Initial Stud !Environmental Checklist -23- City of San Juan Capistrano, California hJ Cause a substantial adverse change in the s,gnifr`canee of an archaeological resource pursuant to. f 15064.3 ref CE,QA Less than Signif2cruit,with Mitigation dncorporateel. The proposed project would have a significant effect if it would cap€se a substantial adverse change in the significance of a unique archaeological resource. According to the SCCIC records search results, there are eight archaeological resources within 0.25 miles of the project area. One,of these, site 30-120017, a prehistoric lithic and shell scatter, is located immediately adjacent to the project area.However,the site could not be relocated during the April,2009 site visit.Another resource, site 30-120015, is recorded as being within 200 feet of the project at-ca. The proposed pipeline would be installed along the San Juan Creek Good.plain. According to the San Juan Capistrano General Plan(City of Saiz Juan Capistrano, 1999),the San.Tuan Creek has been identified as an area of archaeological sensitivity.The abundant resources in the area of the creek would have made it ideal for human settlement in both the prehistoric and historic periods,as the large number of archaeological sites near the project area attests. In addition,the.project area is located near the historic Mission San Juan Capistrano and associated settlements,the Los Rios Historic District,and the historic ATSF rail.lino.Both prehistoric and historic-period buried archaeological deposits could be located within the project area.. Since the nature of the proposed project will.involve ground-disturbing activities that may extend into undisturbed soil, it is possible that such actions could unearth,expose,or disturb subsurface archaeological, historical, or Native American resources that were not observable on the surface. However, implementation of Mitigation Measures CR-1, CR-2, and CR-3 would reduce the potential for encountering and disturbing known or unknown archaeological resources to Iess than significant. c) Directly or indirectly destroy a unique paleontological riesource>or site or unique geologic,feature?Less than Signiftcant with Mitigation Incorporated The proposed project would have a significant effect if it would cause a substantial adverse change in the significance of a unique paleontological resource. Paleontological resources have been uncovered in various portions of the City(San Juan Capistrano,2002). The valley area,with its alluvial.deposits,has less potential to produce fossils,while the older foothills have a higher.potential to yield fossils. The Capistrano and Monterey Formations and San Onofre Breccia, mainly located in the eastern foothills ofthe City,are considered to be of high paleontological importance.This is due to the numerous fossil sites which have been found in these bedrock units. Whilethe project area is located along the San Juan Creek and within alluvial deposits,construction activities nevertheless have the potential to expose buried paleontological resources. Low-lying areas within relatively recent alluvial floodplain soils, such as the project area, could include Borne Pleistocene Epoch fossils. Implementation of Mitigation Measure CR-4 would reduce the impact to less than significant. d) Disturb any human remains, including those interred out4ide of forrrrcrl cerneter fes?Less tlrftrr Significant wish Mitigation Incorporated, The proposed project would have a significant effect if it would disturb any human remains,including those interred outside of formal cemeteries. No human remains are known to exist within the project site.However,given the sensitivity ofthepreject area for buried prehistoric and historiaperiod archaeological deposits,construction activities have the potential to expose buried human remains. Implementation of Mitigation Measure CR-1,CR-2,CR-3, and CR-5 would reduce impacts to a less-than-significant level. Initial Stud /}environmental Checklist -24- City of San Juan Capistrano, California /Mitigation.Measures The following mitigation measures will be utilized to avoid negative impacts to cultural resources. CR-1: All cultural resources, including 30-176663,30-176664;and 30-176700(ATSI"railroad tracks),the 1917 ATS1+bridge, and prehistoric site 30-120017, shall be avoided where feasible. If appropriate, prior to,construction, a qualified archaeologist(defined as an archaeologist meeting the Secretary of the Interior's Standards for professional archaeology) shall mark exclusion zones around known archaeological sites to ensure they are not impacted by construction. If avoidance is not feasible,the resources.shall be evaluated for eligibility to the California Register or local historic register and potential ignificance under CEQA.If a resource is determined to beeligibleto the California Register or local historic register,a site treatment plan or additional protection measures will be developed and implemented. If the site evaluation results in an assessment that a resource is not eligible, no further work or protective measures will be necessary.A qualified archaeologist(defined as an archaeologist Eneetingthe Secretary of the Interior's professional qualification standards for archaeology)shall cant' out all evaluation and site treatment. ! CR-2: Prior to issuance of a grading g permit, the applicant shall submit to-the Community Development Depattment documentation ll3at a qualified archaeologist(defined as an archaeologist on the List of Certified Archaeologists for Orange County)has been retained to monitor site clearing,grading,and excavation activities,stating the name,qualifications,and contact information for the archaeologist. A qualified archaeologist(defined as an archaeologist on the list of Certified Archaeologists for Orange County)shall be,retained by the project applicant and shall be present at pre-construction meetings to i :advise construction contractors about the sensitive nature of cultural resources located on and/or in the vicinity of the project site, as well as monitoring requirements, A qualified monitor(defined as an individual with a bachelors degree in anthropology with archaeological monitoring experience), supervised by the qualified archaeologist, shall observe on-and off-site construction activities that result in grading,and/or excavating on or below the original ground surface(including during project- rotated off-site utility [natural gas, electricity, sewer, water, drainage, communications, etc.] mid a roadway improvements). Should nonhuman cultural resources be discovered,the monitor shall Have the power to temporarily halt or divert construction activities until the qualified archaeologist.can r dotennine if the resources are significant and, if significant, until recovered by the archaeologist. i In the event that human retrains are discovered,construction activities shall be halted or diverted until a the provisions of§7450.5 of the Health and SafetyCode and§5097.98 of the Public Resources Code have been implemented, (CIS) CR-3: Native Actterican Monitor. During construction/grading activities,a Native American monitor shall observe construction/grading activities that result in grading,excavating,and/or trenching on or below the original ground surface (including during project-related off-site utility (c.g., natural gas, electricity,sewer,water,drainage,communications,etc.]and roadway improvements). Theproject Archeologist shall select the Native American monitor in consultation with the Native American Heritage Co:nsnission (NAHC). The Native American monitor shall consult with the Project Archaeological monitor regarding objects and remains encountered during grading that cnay be considered sacred or important.lathe event that evidence of human remains is discovered,the Native American monitor shall verify that the archaeologist has notified the Coroner. CR-4: Paieontolo ical Monitor.Prior to issuance of a grading pennit,a qualified paleontologist(defined as a paleontologist on the List of Certified Paleontologists for Orange County) shall be retained by the proj ect applicant and shall be present at pre-construction meetings to advise construction contractors about the potential occurrence of paleontological resources located on and/or in the vicinity of the u project site,as well as monitoring requirements. A qualified monitor(defined as an individual with a �1 y Initial Stud /Environmental Checklist -25- Clof San Juan Capistrano, California bachelors degree in paleontology and monitoring experience), supervised by the qualified paleontologist, shall be ori-site during construction activities that result in the grading and/or excavating of current surface material (including during project-related offsite utility'[e.g., natural gas,electricity,sewer,water,drainage,coinrrrunications,etc.]and roadway improvements)to monitor for paleontological resources.Should paleontological resources be discovered,themonitor shall have the authority to temporarily halt or divert construction activities until the qualified paleontologist earl determine if the resources are significant.Significant paleontological resources shall be recovered by the qualified paleontologist. (CD) V r L^ v 16.6 GEOLOGY AND SOILS. Would the pLojeot. a. Expose people or structures to potential substantial adverse effects,including the risk of loss,injury,or death involving(i.)rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Mag issued by the State Geologist, or based on other substantial ❑ ❑ 0 ❑ evidence of knout fault (Refer to ISM&G Pub,42)?;or,(ii)strong seismic ground shaking?;or,(iii) seismic-related ground failure, including liquefaction?;or, iv landslides? b. Result in substantial soil erosion or the loss of topsoil? ❑ ❑ ® El c. Be located on a geologic unit or soil that is unstable,or that would become unstable as a result of the project,and potentially result in on-site or off-site ❑ ❑ ❑ ID landslide,laterals readin ,subsidence, liquefaction or collapse? d. Be located on expansive soil,as defined in Table 18- l-13 of the 1994 UBC, ❑ ❑ ® ❑ creatingsubstantial risks to life or ro ert ? e. [lave soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for ❑ ❑ ❑ the disposal of waste water? a) Expose people or strucxtuer to potential substantial adverse effects, including the ride of Tors, injUr or death involving: i) Rupture of a known earthquake fattlt, as delineated on the most recent Alquist-Priolo Earthquake FaultZoninkrMal)issued by the State Geologist.for the area or based on other substantial evidonce qfa 1wown,fault? (Refe) to Division of Ulnas and Geology Special Publication 42.) Law than Sign{ficant Itttprcct. The proposed project is located in a seismically active area.However,no known active seismic faults traverse San,Juan Capistrano or the project area(City of San Juan Capistrano General Plan, 19.99).Consequently, the potential for ground rupture at the project area is low. The project does not occur within Alquist-Priolo Earthquake Fault Zone.Additionally,the pipeline would be designed in.accordane6 with theUniforn-t Building Code requirements and current seismic design standards to minimize seismic impacts. Therefore, impacts would be less than significant. Initial Stud IEnvironrnental Checklist -26- City of San.Tuan Capistrano, California ii) Strang seismic ground shalcing?Less that4 Significant Impact. The project area is located within approximately 50 miles of several known potential sourcesofstrong seismic shaking, including the offshore segment of the Newport-Inglewood fault system located approximately six Miles west of San Juan Capistrano,and the San Andreas fault system located approximately 50 miles east of the City.The Newport-Inglewood fault is considered an active fault requiring that special near-source factors be incorporated into buildirag;s developed within 10 kilometers(6.2 miles)of the fault,The Uniform Building; Code requires that most of the southwestern portion of the City incorporate near-source factors into the design of new buildings and other structures. Other faults located within 50 miles of the City include the offshore Palos Verdes fault, the Elsinore fault, the Whittier fault and the San Jacinto fault. A taaajor earthquake associated with any of these faults could result in moderate to severe g;roundshaking in the project area. Damage to buildings and infrastructure, including pipelines and wells, could be expected as a result of groundshaking during;a seismic event. The most severe earthquake-caused damage to the pipeline would include rupture and displacement of the line.Earthquake-related damage to a well could be partial collapse or other structural breaks.Because"the project features are allocated away firm habitable structures,along bike paths,and through parkland and open land,and the pipeline runs roughly parallel to the San Juan Creek and at a lower elevation to the nearest structures,any water released from the pipeline would flow downstream into drainage ditches,toward the creek,and away from any structures.Any damage to the wells would be expected to be localized and except for the pipeline connections would not result in the release of water into tlae surrounding area, In addition, the pipeline will have emergency shut-off valve capacity to prevent any major release of water.As a result,damage caused by strong seismic ground shaking would be less`han significant. iii) ,Seisn7io-relented ground fuilure, including ligtrelaetaon?Less than Significant Impact. Damage from earthquakes is most often the result of liquefaction of alluvial soils underlying large rigid structures. Liquefaction occurs primarily in areas of recently deposited sands and silts and in areas of high. groundwater levels. Poorly consolidated sediment and high groundwater levels occur most frequently in creekbeds and floodplains.The potential for liquefaction is particularly high in the floodways located along San Juana Creek.The proposed project would be constructed primarily within an existing bike way,which was previously graded and engineered fon stability according to City building;requirements.The widening project would involve new compaction and preparation of un-developed parkland areas and some other undeveloped land fon- portions of the alignment, which would reduce the liquefaction capacity of the soils. In addition, because it is a narrow,Iinear and relatively light structure,the pipeline,itself would not require significant load- bearing strength in its underlying;soils.The wells are located within areas previously utilized for wells and will be drilled and designed to current Uniform Building Code requirements,along with the pipeline,and currernt seismic design standards to reduce the risk of damage caused by liquefaction."Therefore, the risk of loss or adverse effect caused by scismic-related ground failure,including;liquefaction,would be less than signi f ie'ant. iso) Landslidv0 No Impact. Unstable slopes are located throughout San Juan Capistrano.The hillsides adjacent to San Juan Creek in the project area may likely contain areas of potential landslide.The abundant shales and siltstones underlying the hills of San Juan Capistrano are highly porous and do not hold together well when wet,which can lead to slope instability and landslides,Secondary factors contributing to slope instabilityand landslides include rainfall and earthquakes.Debris flows can occur rapidly and without warning during'eriods of exceptionally high rainfall. The proposed pipeline would be installed completely underground. As such, the pipeline would have a low profile relative to the adjacent land areas.The occurrence of a landslide or debris now along the pipeline route and over the top of the pipeline would be unlikely to impact its short-tend operation or cause damage to the pipeline itself. Neither construction of the pipeline, nor its operation, is likely to increase the risk of debris flows along;the pipeline corridor.Nor would landslides or debris flows be likely to impact the operation of the i Initial Stud /Environmental Checklist -27- Ci of Sari Juan Capistrano, California pipeline. The wells would be located on sites previously drilled for wells, and have not been subjected to known landslides in the past. The pipelia-, and wells would be designed and built in accordance with the Uniform Building Code and current seismic design standards to reduce the risk of darnage that could result from construction in areas with potential for liquefaction and landslide, h) .result in.substantial soil erasion or the loss of topsoil?Less than Significant Impact. Construction activities involving soil disturbance,such as excavation,stockpiling,and grading could result in increased erosion and sedimentation to surface waters. However, substantial erosion is considered unlikely because of the relatively confined space and small scale of the area of ground disturbance necessary for project implementation. In addition, the proposed project would be required to prepare a Stotm Water Pollution Prevention flan(SWPPP) to comply with the National Pollution Discharge Elimination System(NPDES). E Therefore, impacts related to erosion or lass of topsoil would be less than significant i 1 E' c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the a project, and potentially revult in on- or off-,site landslide, lateral spreading, subsidence, liqugfaction or collapse?No Impact I The proposed project would be located in a seismically active arca and in a general area that has been identified as having a high potential for liquefaction and susceptibility to landslides.The project would consist of the installation of a 12-inch potable water pipeline within an existing roadway right-of-way.The soil would be compacted during road concurrent widening construction project. There are no standing structures associated with the project. Che pipeline and wells would be designed and built in accordance with the Uniform Building Code and current seismic design standards to reduce the risk of damage that could result from construction in areas with potential for liquefaction and landslide.because the pipeline would be buried below ground and would have a low topographic profile, and because the construction footprint would be relatively narrow, it would not increase the risk of landslide, lateral spreading, subsidence, liquefaction or collapse. i d) Be located on etpanvive soil, as,df.fined in Table 18-1-B gf(he Unffibrna Building Code(1997), creating ; substantial risks to life or propel-4,?Less than Significant Impact. Expansive soils possess a shrink-swell characteristic I that can result in structural damage over a long period of time.Expansive soils are largely comprised of silicate clays,which expand in volume when water is absorbed and shrink when dried. The relatively significant amounts of clay present in the underlying bedrock of the Capistrano and Monterey formations in San Juan Capistrano pose an expansive soils hazard. Soils derived from these formations are considered Moderately to highly expansive. When construction occurs over a I medium of this consistency, the resulting shrink/swell characteristics will likely result in damage to the overlying structures.The pipeline design would comply with the Uniform Building Code and current standards is for the use or avoidance of expansive soil materials.Therefore, impacts related to expansive soils would be considered less than significant. e) Have.soils incal)able cf aelegctately.supporting the use of septic tanks or alter native wa stewater disl?osal .systems wheresewers are not available,for the disposal ofwastelvater?No Impact No impact would.occur because the project sloes not include septic tanks or alternative wastewater disposal l' systems. "Shrink-swell"is the cyclical expansion anEi cwItraction that occurs in tine-grained clay sediments Front wetting.and drying. Structures located on soils with this chiractrristiG may be ktnagcd over along period of time,Lisually as the Il'sult of e inadequate;foundation engineering. Y I.1 Initial Stud lEnvtronmental Checklist -28- City of San-Juan Capistrano, California x � � W H E 16.7 HAZARDS AND HAZARDOUS MATERIALS. Would the project. a. Create a significant hazard to the public or the environment through the 11 El ❑ routine transport,use,or disposal of hazardous€Materials? b. Create a significant hazard to the public or the environment through reasonably foreseeable conditions involving the release of hazardous ❑ ❑ ® ❑ materials into the environment? c. Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or ❑ ❑ Z ❑ ra osed school? d. Be located on a site which is included on a list of hazardous rnaterials sites compiled pursuant to Goverm-neat Code Section 65962.5 and, as a result, ❑ ❑ ❑ would it create a sl nificant hazard to the public or the environment? e. For a project located within an airport land use plan or,where such a plant has not been adopted,within,two miles of public airport or public use airport, ❑ El would the project result in safety hazard for people residing or working in the ro'ectarea? f. For a project within the vicinity of a private airstrip,would the project result ❑ ❑ ❑ in a safer hazard for people residing or workingro' in the ect areal g. Impair implementation of or physically interfere with an adopted emergency El El E]res onse plan ore€mer enc evacuation plan? h. Expose people or structures to a significant risk of loss, injury or death involving.wildland fires,including where wildlands are adjacent to urbanized ❑ ❑ ED ❑ areas or where residences are intermixed with wildlands? s a) Create a signiftcarnt hazard to the in(blic or the environment through the routine transport, use, or disposal ofhazardoi s materials?No Impact. No hazardous materials would be routinely transported, used, or disposed of during the operation of the pipeline or well,as the pipeline would transport water for treatment at the G WRP.The water to be transported is not suitable for domestie use prior to treatment due to iron,manganese and total dissolved solids content.No hazardous materials would be used during routine operation of the project.Therefore, no impact would result. i b) Create a signff cant hazard to the public or the environment through reasonably.foreseeable upset and accident conditions introlving the release of hazardous materials into the environment? Less than Significant Impact. r ri Construction activities would involve the use of certain potentially hazardous materials such as fuels and hydraulic fluids..These materials would generally be used for construction equipment,and would be contained within vessels engineered.for safe storage.Storage of large quantities of potentially hazardous materials at the construction site is not anticipated.Therefore, impacts are considered less than significant. c•) Emil hazardous emissions or handle hazardous or acutely hazardouv materials, mibstancev, or I'vaste within one-quarter anile ctl'an existing or proprrsed school?Less than Significant Impact There several schools located within one-quarter mile of the project alignment.However,as discussed above, no hazardous materials would be routinely used during the operation of the pipeline.The contaminants in the l Initial Stud /Environmental Checklist -29- OR of San Juan Capistrano, California groundwater that will be transported are not of level to be designated as"hazardous inaterials"and further,the pipelines are located underground and designed to meet code requirements, assuring sound construction. Therefore,impacts are considered less than significant. d) Be, located on a site which is included on a list cif hazardous niaterials sites compiled pursuant to Government Cotte Section 65962.5 and, as a result, xvould it create a significant hazard to the public or the environment?No Impact. An extensive data base scareh for hazardous materials sites was conducted at the time of the Non- Don•restic/Recyeled Water Master Ilan Update Program EIR (City of San Juan Capistrano, 2047). The proposed project is not located on any known hazardous waste sites, pursuant to Government Code Section 65962.5 (California Department of Toxic Substances Control,2047). e) For a prgject located within an airport land use plan or, where.such a plan has not been adopted, 14 thin two miles ofapublic airport orpublic use airport, would theproject result in a safety hazardforpeople residing or working in the project area?No Impact. No impact would occur because the proposed project is not located within two miles of a public airport. ]) Fora pr( ea within the vicinity of a privale airstrip, would the pr(#ecl result in a safety hazard for people residing or working in the project area?No Impact, There are no private airstrips within two miles of the project area. The project would not result in a safety hazard for people working in the project area because of its distance from any airport. g) Impcxir irnlaleriientation gfor-playsically inial;fere with an adoptetlerraergciict7 response plan orenaergency evacuation plan?No Iirtpact. Roadway access in the proj ect area would be maintained during pipeline installation and well construction,The underground pipeline would not interfere with any emergency response plan or evacuation plan,and the wells would be located on existing;well sites. Where road crossings(or other temporary transportation or parking interference would occur), temporary traffic control features would be employed as part of the project. However, theses features would not inhibit emergency responses or emergency evacuation. Therefore, the project would not interfere with an emergency response plan or evacuation plan and no impact would occur. Ir) Fxposepeopleorstritct€4restoa.sigiificantrivkgfloKyinjttryt3rcic�atiiiiiioli?ing.vvildlanclfires, including where,wildlandr are act jacerrt to urbanized areas or where residences are intermixed with wildlands?Less than Significant Impact. The proposed project is an infrastructure project,consisting of underground pipes and two well locations.No habitable structures are included;and as a result,the proposed project would not.expose people or structures to a significant risk of loss, injury or Beath involving wildland fires. In addition, the project alignment runs roughly parallel to San Juan Creek,and within bike path,park land and other vacant areas,beyond which lies. suburban development with fire;water access and no major wildfire sources. No impact would occur during; pipeline operations.The potential for starting;wildfires would be less than significant. zjp ' �v L e•t= nt =S m E � c � g•z•;, v qua 4: Initial Study/E=nvironmental Checklist -30- City of Sart Juan Capistrano, California f � 16.8 HYDROLOGY AND WXrER QUAMY. Would the ppoiect, a. Violate any water quality standards or waste discharge requirements? ❑ ❑ ® ❑ b. Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g.,the production rate of EJ ❑ ® ❑ . pre-existing pearby wells would drop to a level which would not support existing land uses or fanned uses for,which permits have been ranted)? c. Substantially alter the existing drainage pattern of the site or area including through the alteration of the course of a stream or river, in a manner which ❑ ❑ would result in substantial erosion or siltation on-or off-site? d. Substantially alter the existing;drainage pattern of the site or area,including through the alteration of the course of a stream or river, or substantially El ❑ ❑ increase the rate or amount of surface runoff in a manner which would result in floodin on or off site? e. Create or contribute runoff water which would exceed the capacity of 3 existing or planned stormwater drainage systems or provide substantial ❑ ❑ [l additional sources of polluted runoff? f Otherwise substantially degrade water quality? ❑ ❑ ❑ g. Place housing within a 100-year flood hazard area as mapped on a Federal Hood Hazard Boundary or Flood Insurance Rate map or other flood hazard ❑ ❑ ❑ �' delineation ina ? h. Place within a 100-year flood hazard area structures which would impede or El ❑ ❑ redirect flood flows? i. Expose people or structures to a significant risk of loss, injury or death involving flooding,including flooding;as a result of the failure of a levee or 0 ❑ ❑ dam? j. Inundation by seiche,tsunami,or mudflow? ❑ ❑ ❑ i k. Result in an increase in pollutant discharges to receiving waters considering water quality parameters such as temperature,dissolved oxygen,turbidity and is other typical stormwater pollutants(e.g;,heavytnetals,pathogens,petroleum ❑ ❑ ❑ ® .; derivatives, synthetic organics, sediment, nutrients, oxygen-demanding; substances,and trash)? 1. Result in significant alternation of receiving;water quality during or following ❑ © ❑ construction'? ? tri. Could the proposed project result in increased erosion downstream? ❑ ❑ ❑ n. Result in increased impervious surfaces and associated increased runoff? ❑ ® ❑ } o. Create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates or volumes? ❑ ❑ ❑ ® j l p. Tributary to an already unpaired water body, as listed on the Clean Water Act Section 303(4)list? If so,can it result in an increase in any pollutant for ❑ El ❑ s which the water body is already unpaired'? i Initial StudylE n viron mental Checklist . -31- City of San Juan Ca lstrano, California �Ea q. "Tributary to other environmentally sensitive areas? If so,can it exacerbate ❑ El C1alread existingsensitive conditions? r. Have a potentially significant envirotunental.impact on surface water quality El . ❑ 11to either marh)e, fresh;or wetland waters? s. . Have a potentially significant adverse impact on groundwater quality? ❑ ❑ ® ❑ t. Cause or contribute to an exceedance of applicable surface or groundwater El ❑ receivin water unlit ob'ectives or de radation of beneficial uses? u. Impact aquatic,wetland,or riparian habitat? ❑ ❑ ® ❑ v. Potentially impact stormwater runoff from construction or post const€action? ❑ ❑ Z ❑ w. Result in a potential for discharge of stormwater pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, hazardous materials ❑ ❑ ® ❑ handling orstorage, delivery areas, loading docks or other outdoor work areas? x. Result in the potential for discharge of storrrmwater to affect the beneficial El F1 Eluses of the receivingwaters`? y, Create the potential for significant changes in the flow velocity or volume of El F1 ❑ stormwater runoff to cause environmental harm? z. Create significant increases in erosion of the project site or surrounding ❑ � � ❑ areas? a) Violate any((tater quality standards or waste discharge requirements?Less titan Sign�flcant Impact. During the construction phase of the project,excavated soils could erode and be transported to down-gradient drainages. The City would require that the contractor prepare a Storm Water Pollution Prevention Plan (SWPPP)to comply with tate National Pollution Discharge Elimination System(NPDES).As a result of being in compliance with the NPDES and implementing a SWPPP the project would result in a less than significant impact to water duality. PID-F-3: As part of the construction plans and specifications(:`plans&specs"),the City shall require that the contractor prepare and implement a Stormwater Pollution Prevention Plan(SWPPP)consistent with all applicable Federal, State and regional water requirements/standards which shall be subject to I Utilities Department review and approval prior to the beginning of any grading or construction. b) Substantially deplete groundivater supplies or interfr e subster vtially with groundwater recharge such that there tiatnttld bear?et deftcit in aquifei,rtoltrrtti or a loutering gfthe local groundwater tcible leitel(e.g., the production rate of pre-exi.sling nearizy tivells would drop to a level which would not support existing land l uses or planned uses,lor which pet inits have been granted)?Less thall Significant Impact, The proposed pipeline portion of the project would not require the use of groundwater supplies that would deplete the aquifer.The pipeline would be histalled within a pipeline improvement corridor and would not affect the groundwater recharge.The replacement well portion of the project would not increase groundwater extraction but rather make available the existing water supplies that the SJBA is entitled to pump under the diversion permit#21074. The City as a member of the SJBA is permitted to extract 8,026 afy of groundwater from January 1 to December 1 of each year.The current capacity of the GWRP is 5.1-tnt d(5,712 acre-feet per :i Initial Study/Environmental Checklist -32- _City of San Juan Capistrano, California year). Operational capacity of the GWRP does not exceed the available groundwater the City is entitled to pump and therefore would not interfere with groundwater supplies.However,as hart of the diversion penhit the SJBA has to regularly monitor and report annually on the condition of the creeks and vegetation living within the riparian corridor. If it is determined by the monitoring that there is any degradation of the creek or the vegetation due to over extraction then the diversion pennit requires that the well(§) 6e shutdown. The purpose of the two replacement wells(South Cooks Well and Well 5A)is to provide system reliability to the GWRP,not system expansion,ultimately improving the flexibility with potable water production from these existing groups of wells. Impacts would be less than significant. c) Substantially alter the evisting drainage pattern gf the site or area,including through the alteration gf the course ofstream or river, in a manner which would result tri.substantial erosion or siltation oil- ornf� site?Less than Signfflrant Impact. The proposed project would be located within an existing highway right-of-way.The proposed pipeline would be located below ground and would not include any surface structures other than minor pipeline appurtenances. No stream alterations would occur fi orn the proposed project.The completed project would not substantially impact or degrade the drainage pattern of the site,and therefore would not result in substantial erosion or siltation on- or off-site, nor will the pipeline have any effect on (lie drainage pattern, or surface run off Characteristics. d) Substantially alter the existing drainage pattern of the site or area,including through the altercation gf the course gf a.streain or river, or substantially increase the rate or amount of surface runoff in a manner which would resull in flooding on-or qff-site?Less than;Sign?rlcant Irnpaet.. The proposed project would be located within a bike path, as well as within park land and other vacant land. The proposed pipeline would be located below ground and the well locations would be self contained and of limited land coverage. No stream alterations would occur from the proposed project. The completed project would not substantially impact or degrade the drainage pattern of the site, and therefore would not result in substantial flooding on-or off-site. e) Create or contribute rungff water which would exceed the capacity of existing or planned storn7waler- druinage,ystenm or provide substantial additional sources gfpolluted rungff?No Impact. Construction of the proposed pipeline project would not result in increased impervious surfaces as the project would be located underground within various rights-of-way and at existing well sites,The proposed pipeline l would be required to obtain numerous encroachment pen-nits, see Project Description above for details. i` f} Otherwise substantially degrade water quality?No Impact, i During construction,a SWPPP would be implemented to control runoff,minimizing the potential for impacts to water duality. Following construction,the project would not affect water duality. Water extracted from the aquifer has been used in the City's Non-Domestic Water System for many years. This project would increase the use of local groundwater for potable use. Water duality of the potable water produced by the GWRP would be regulated by the Department of Public Health(CDPH)as it is currently.No impacts to potable water quality would occur. f' ;i The CDPH requires that well facilities be located at a higher elevation than the 100-year floodplain. This l prevents flood water from infiltrating the underground basin directly and potentially contaminating the ground water supply.To comply with this requirement,the finished trade of the foundation for the South x Cooks We1I facility would be raised approximately five feet.This assures that the well foundation would snatch the existing berm that borders San Juan Creek. That berm is two feet higher than the floodplain and F Initial Stud lEnvironrrtental Chedklist --33- City of San Juan Capistrano, California therefore this elevation complies with the CDPIJ requirements.This design requirement would assure no significant impact would occur. g) Place housing within a 100year'flood hazard area as mapped on a,feeler al Flood Hazard Boundai),or Flood Insurance Kate Map or other flood hazard dclineation reap?No Impact. Although the pipeline itself would cross the 104-year flood plain in some locations, the project does not. propose housing or other structures within the I00-year-flood boundary(County of Orange,2005).Therefore, ao.impact would occur. l?) Place ivithin a 100 year.flood hazard area stmaures which would impede or redirect.flood flows?No Impact. The proposed pipelitics would be underground,and the wells would be located on existing well sites.Only the South Cooks Well would add to the area structures,in that it would be housed in a structure.This one feature would result in-a small but a less than significant increase in development in the area. The finished grade fi r the South Cooks Well facility foundation would be raised to be above the 100-year flood hazard area. Specifically,it will be raised approximately five feet to thatch the existing berm that borders San Juan Creek. The berm is two feet higher than the floodplain, and this elevation complies with the CDPFl requirements. Thus the project would not result in a significant impediment or redirection of flood flows in the 100-year flood zone. 1) Expose people or structur,L'v to a Srgnlf Cant risk of loss, igjuiy or death involving,f1ooding, including .flooding as a result cif the.failure of a levee or dam?No Impact. The proposed project is not located in a levee or dant inundation area. The project would consist of underground pipelines and two wells,and does not involve habitable structures.The project would not expose people or structures to a significant tisk of loss, injury or death involving flooding from levee or darn failure. jj Inundation by seiche, tsunami, or Mudflow?No Impact. Construction of the proposed project will take place entirely in the highway fight-,of-way and will not impact or undercut the slope of the surrounding hills. Also, the creek crossing is above the surge tide of any possible inundation by seiche or tsunami.Therefore,the construction and operation of the pipeline will not increase or impact the natural risk of inundation by seiche,tsunarni or mudflow at the project area, and no impacts are anticipated. k) R volt in an increase in pollutant dis'c'harges to receiving waters? Consider water quality paraineter°s such as temperature, dirsols?ed oxygen, turbidity and other ttrpiad stornlivater pollutants (e.1;, heasy inetals, pathogens, p roleun? derivativas', synthetic organics, sediment, nutrients, oxygen-demanding substances, and trash)?No Impact.. During construction a SWPPP will be prepared and would include erosion control measures that would prevent impacts to water quality, Operation is not anticipated to result in any water duality impacts. 1) Kesrdt iPI Slgr?lfiCa7lt altel'r?ati())?of 1"c�ceiurtlg tuater'grralityfliarirag fir.ff3��f1k1ti1?�,+"G'(111.S1YLfCf.Xf7J2?NO FtPtp[IC1. ski During construction a SWIIPP will be prepared and would include erosion control measures that would prevent impacts to water quality. Operation is not anticipated to result in any water quality impacts. 1 is ni) Could the prnptrsed p1"njcct 1Gstilt i1? ttrci eased ern.stnn davvl?streclrsz?Nn Cittpttct. Initial Stud /environmental Checklist- -34- City of San Juan Ca istrano California Given the project's limited size and limited impervious surface, the project-would produce a relatively low volume of stormwater runoff Haat would not result in increased downstream erosion. q) . Result in increased impen ous surfrace s and associated increased ningP Less Man Significant Ixttpact. The increase in impervious surface and associated runoff is below the significance threshold established by the City for determining a significant impact. See response 16.8 d)above. o) Create,a significant adverse environmental impact to drainagepauerns clue to changes in rungff flow rates or volumes?No Impact. The project does not in6lude mass site grading or substantial changes in project site drainage that would alter drainage patterns,or increase runoff flow rates or volumes. See 16.8 c)above. p) Tributary to an already impaired water body,as listed on the Clean Water/lei Section 303(4)lk. t? Ifso, can it result in an hxretrse in any pollutant,for which the waster body is already impaired?Na Impact. The project site does not adjoin or discharge directly into a Federally-listed water body. q) Tributary to other environmentally sensitive areas? If so, can it exacerbate alb eac(v existing sensitive conditions?No Impact See response to 16.8 p)above. i): Have a potentially significant environmental impact on.surface water quality to either marine,fresh, or wed and waters?Na Impact. The project would not discharge directly into surface waters nor involve operational characteristics that would t result in pollutant dischaiZcs into such waters including pesticides,herbicides,fertilizers and similarchemicals. ti) Have a potentially significant ac(tierse impact on groundwater quality?Les thaw.Sigrtifirttnt Iattpact. See response 16.8 b)above. t) Cause, or contribute to tan exceedance of applicable su{/ace or groundwater receiving water quality F objectives or degradation of beneficial users?No Impact, is The proposed project will not result in any violation of applicable water quality standards established by the Cleats Water Act and implemented by the San Diego Regional Water Quality Control Board (RWQCB) through the regional National Pollution Discharge Elimination System(NPDES)permit.See response 16,8 f) YJ' above. u) Impact aquatic, wetland, or riparian habitat?Cess than Significant Impact. See response 16.8 b)above. v) Potentially impact stonnrvater nmgff from construction or post construction? Less titan Significant � Impact See responscl6.8 a) above y, d. Initial Stutl 1Environtnental Checklist -35- City of San Juan Ca istrano, California w) Result in a potential for•ditcharge of storrnviwferpollatants front areas of material storage, vehicle or equipment fueling vehicle or equipment maintenance(including washing), waste handling, hazardous nialerials handling or storage, delivery areas, loading docks or other-outdoor work areas?Lass than Significant Impact. See response 16.8 a)above. x) Result in thepotential for discharge,of stor"niwater to affUct the benefieialuses of the receiving waters?No Impact. y) Create the potential for significant changes in the flow velocity or volume of storm water runoff to cause environmental harm?No,Impact. The project will neither increase the volume nor the velocity of stonnwater flows,nor indirectly contribute to such impacts as a result of project implementation. Z) Create significant increases in erosion of llre project silo r>r srtrrrrazncting ar"ens?NCSs(Irrlrr S'igrtificartt Iurpact. See response16.8 c) above. y A.:A.�. •w f c. ..F,n z 7 16.9 LAND USE AND PLANNING, Would the roject: a. Physically divide an established community? ❑ ❑ ❑ b. Conflict with any applicable land use plan,policy,or regulation ofan agency with jurisdiction over the project(including,but not limited to the General ❑ 11flan,specific plan,local coastal program,or zoning ordinance)adopted for EJ 19 th6' a ose of avoiding or mita ratincv an environmental effect`? i c. Conflict with any applicable habitat conservation plan or natural comnhunity ❑ ❑ 11 N conservation lata? t a.) PAysically divide,an establisher)community?No Impact, t The proposed pipeline involves the consWuction of an underground pipeline within various right-a-ways r including a )highway right-of-way. The pipeline would be entirely underground. The proposed wells are f, replacement wells located on the saute sitc as previous wells.Therefore,tine proposed project would not divide an established cotnmunity and no impact would occur. b) Conflict with any applicable land use plan,policy, or regulation nfan agency ivith,jurisdiction over the prvjecl(including, but not limited to the generai plan, specific plan, local coastal program, or zoning ordinance)adopted for the purpose gfavoiding or mitigating pan environmental effect?No Irrrpnct. The proposed project is subject to the San Juan,Capistrano General Plan (Saiz Juan Capistrano, 1999).The proposal is an infrastructure project,typically allowed in any plata designation or zoning category,is consistent with the City's Water Master Plan,and would not displace or otherwise impact the use of surrounding land. Initial Stud /Environrnenta.l Checklist - -36- City.,of San,Tuan Capistrano, California further,all environmental effects would be avoided or mitigated,as described in this document.'rhe project would therefore not conflict with any applicable land use plan, policy, or regulation and no impact would occur. c) Cogflict with any applicable habitat cotisen�ation elan or natural community consenwion plan?No Impact. See response 16.4 f)above..Tbe proposed project would be consistent with the Southem Subregion Coastal Sage Scrub Natural Community Conservation Plan (NCCP/[-ICP). No protected species ar'e expected to be removed or impacted during pipeline installation.No impact would occur-. 16.10 MINERAL RESOURCES. Would theproject: a. Result in the loss of availability of a known mineral,resource that would be of ❑ ❑ ❑ value to the region and the residents of the state? ti. Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan,specific plan or other land ❑ ❑ ❑ Z useplan? a) Result in the loss of availability qfa known mineral resource,that would be of value tothe region pend the residents of the state?No Impact, The City's General Plan and Title 9,Land Use Code would not permit any mineral extraction on or within the vicinity of the project site."Therefore, the project would have no impact. i b) Resaalt in the loss of availability of a locally-important rninaeral resource recovery site delineated on a .local general plana, specific plata or other land use plan?No linpact. See response 16.10 a)above, .s x. 16.11 NOISE. Would the a. Exposure of persons to or generation of noise levels in excess of standards established in the Iocal,general plan or noise ordinance, or applicable ❑ (� ❑ standards of other agencies'? b. Exposure of persons to or generation of excessive groundborne vibration or El ❑ ® ❑ zoundborne noise levels? c. A substantial permanent increase in ambient noise levels in the project ❑ ❑ ❑ vicinity above levels existin without theproject? d. A substantial temporary or periodic increase in ambient noise levels in the ❑ ❑ ❑ ro'ect vicinity above levels existing without the roject? e, for a project located within an airport land use plan or,where such a plan has t not beetle adopted,within two miles of a public airport or public use airport, ❑ ❑ ❑ ® would the project expose people residing or working in the project area to - excessive Iroise levels'? a �4 Initial Stud Environmental Checklist -37- City of San Juan Capistrano, California - f. Fnr a project within the vicinity of a private airstrip,would the project expose en le residi or workirr in the ro'ect area to excessive noise levels? n El a) Exposure ofper:sons tp nr•�,rencrcxtion ofnoise Ce»els to�Tcess a�standarcls estalrl�rlierf in ttxe localgeraeral plan or nolsn ordinance, or applicable standards of other agencies? .Less than Significant with Mitigation Incorporated. The regional noise environment in the community of San Juan.Capistrano is relatively quiet, with traffic on nearby roads and freeways providing the primary noise source.The land uses in the project vicinity include open spare,parks,residential tracts,commercial businesses and schools. Population density is at a suburban level. Project construction would result in intermittent, elevated, temporary noise levels in and around the project sites. Construction noise and vibration would result frorn operation of equipment and vehicles and would fluctuate depending on equipment type, duration of use, and distance between the noise source and receptor.Construction of the proposed project would;temporarily increase ambient noise and vibration levels at nearby serrsitive receptors(residences). The nearest residences are located within 50 feet frorn the proposed pipeline, Implementation of Mitigation Measures NCI-1 and NOl-2,in compliance with the City of San Juan Capistrano noise regulations for construction,would reducenoise and vibration impacts to less-than-significant levels. Mitigation Measures NOW: Noise sources associated with construction., repairs, remodeling,or the grading of any real property shall be limited to 7:00 a.m.to 6:00 p.m.on Monday through Friday,and from 8.30 a.m.to 4:34 p.m. on Saturday. Construction is prohibited all day Sunday and on Federal holidays. N01-2: All construction equipment shall be equipped with available noise suppression devices and properly maintained snufflers,including"new technology"equipment capable of attenuating exhaust noises by use of improved mufflers where feasible. All internal combustion engines will be equipped with snufflers as specified by the vehicle manufacturer. All construction equipment will be maintained in good mechanical condition so as to minimize noise created by poorly maintained engines,drive-trains or sinailar components (e.g. regular engine tune up, engine oil changes, drive train and track adjustment, and moving parts lubrication). } N01-3: The equipment staging;area will be situated so as to provide the greatest distance separation between construction-related noise sources and noise-sensitive receptors nearest the Project site during all project construction. 3 N014; If determined necessary by the Utilities Department Director, based on the planned construction phasing/approach, notification will be given to residences within 340 feet of planned construction activities thirty(30) days prior to commencement of demolition activity, and will include a brief description of the project, the overall duration of the various construction stages, noise abatement measures that will taken, and the name and phone number of the construction site super-visor-or his designee to report any violation of noise or mitigation standard, $} E:eljastere n}�persor�s to n, gencr°atr`orr��f excc'.s',siVegrounflharr�e iihr�ztinrr rrr�rnrtraclborne noise ler>els? .Less shirr S'igrri�carft Itnpuct. r Initial Stud l nvironmental Checklist -38- City of San Juan Capistrano, California See response 16.11 a)above. c) .4 substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the prgject?No lorpact Following;construction,pipelines would be located below ground.The project would not include any surface structures other than minor pipeline appurtenances,Therefore, no permanent noise impacts would occur, d) A.substantial tempos crrl,or periodic increase in ambient noise levels in tha prr ject vicinity above levels existing without the prnject Less than Significant with Mitigation Incorporated. As noted above, the implementation of the ptoposbd project may result in short-term increased noise levels within the project vicinity due to construction activities. 'fbis temporary condition would cease upon project completion and is subject to the City's noise mitigation guidelines, See response 16.11 a)above. e) For a project located withinan air port land use plan or, S-where such a plan has not been adopter, within hvo mile.,o f a public airport or public use airport, woulcl the prgject clpose people residing or working in Me prnject arca to excessive noise levels?No Impact. As previously stated., the proposed project is not located within two miles of a public airport or public use. airport. The nearest airport, John Wayne-Santa Ana, is located approximately 20 plus miles northwest and given the project's distance from that airport, no impacts are anticipated. .j) Fflr a project tilitlrin the vicinity )f a pr-ivatc airs trip, would the prq f ect eapo.se people residing or tii,aridng in the:project area to excessive noise levels?NO Impact. The proposed project is not located within two miles of a private airstrip. The proposed project would not result in permanent personnel at the project site.Therefore, the project would not expose people residing;or working in the project area to excessive noise levels and no impact would occur. , - .y� 1 •C r :� y 1.6.12 POPULATION&HOUSING. Would the pro•ect; a. Induce substantial populationgrowth in an area,either directly(for eca€aple, by proposing new homes and businesses or indirectly(for example,througl) ❑ Q 0 Q extension of roads or other infrastructure)? b. Displace substantial numbers of existing lrousi€ig, necessitating the ❑ ❑ Elconstruction of replacement liousin elsewhere? c. Displace substantial numbers of people, necessitating the constructio€€ of re lace€nent housin r elsewhere? ❑ © ❑ a) Induce substarntialpopulation growth in an arca, either directly ffibr example, by proposing new honi.er and businesses)or indirectly{f«r example, through axlension of roads or other infrastructure)?,Gess Than Significant Impact. The proposed project would improve the local water system, providing water for existing and General Plan- anticipated development within the City of Sar?Juan Capistrano,The City's goal with this project is to increase the water sources to reach the treatment capacity of the GWRP with the re-establishment of two wells anti the introduction of the pipeline to convey.The project would provide up to approximately 2,583 acre-feet per year } E[i Initial Stud lEnvironmental Checklist -38_ City of San Juan Ca istrario, California (2.30-mgd)of additional potable water.The proposed project would not directly contribute to the creation of additional Housing or jobs within the City of San Juan Capistrano or the County of Orange. Water supplied from the local groundwater basin for potable use would reduce the demand for imported water.As the project is designed to serve existing and General Plan-anticipated development within the City of San Juan Capistrano, the project would not induce unplanned population growth. Impacts would be less than significant. 15) Displarcestahstantialnumbers(efexistinghotaving,ttec(-,ssitatin.gthecoitstruction refreplacetttenthousing elsewhere?No Impac6 The proposed project is limited to the installation of water main conveyance pipeline underground with no permanent change in above-ground lard uses,and re-establishment of two wells at their current locations.The project would not displace any housing. G) Displace substantial asaimherr Uf people,t2G'cc'vyitating the convii-uctlon of re lace73 ent housil7g elsewhere? No Impact. See response 16.12 a)and 16,12 b)above, 16.13 .PUBLIC SERVICES. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, meed for new or physically altered governmental facilities,the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives For any of the public services: Fire Protection`? ❑ ❑ ❑ Police Protection? Schoals? ❑ ❑ ❑ Parks? ❑ ❑ ❑ Other public facilities? ❑ ❑ ❑ I) Fire pi ntecticta?No Itaapaet. Proposed project implementation would not result in substantial adverse physical impacts associated with the provision of new or physically altered fire protection facilities. 2) Police protcctiont?No Ittipaact. There are no significant impacts related to police protection or service anticipated with implementation of the proposed project. 3) Schools?No Impact. Initial Stud /Environmental Checklist -40- City of Sart Juan Capistrano, California Implementation of the proposed project would'lot result in the need for the construction of additional school facilities. Therefore, no impacts in this regard will occur. 4) Parlcv?No Impact. Imple€mentation ofthe proposed project will not affect any existing park facilities nor increase the demand for additional recreational facilities. Therefore,no impacts to parks are anticipated as a result of this project. 5) Other public acilitt,�s?No Impact. No significant impacts to other public facilities are anticipated to occur with project iimpleme€station, A ' •�L V 3..•u G ¢ r L 16.14 RECREATION. Would the prqject, a. Would the project increase the use of existing neighborhood and regional parks or other recreational facilities, such that substantial physical ❑ ® ❑ ❑ deterioration of the facility would occur or be accelerated? b. Does the project include recreational facilities or require the construction or expansion of recreational facilities, which might have an adverse physical ❑ ❑ [] effect on the environment? (t) Would the project increase the u e of exivting neighbor hood and regional parlrs•or other recreational facilities srtch that substantial physical deterioration of the facility �lntrlcl occur o -be accele ated?Letts than Significant with Alitigation Incorporated The proposed project would construct an underground water pipeline and re-establish two existing wells.The project would not increase the use of existing neighborhood and regional parks or other recreational facilities and no impact would occur.Nor would the proposed project require the construction of additional recreational E facilities. However, the project would temporarily disrupt the bike path during construction of the pipeline resulting in a potentially significant impact to recreation. However, with the implementation of Mitigation Measure REG 1,which would require a bike path construction detour plan,impacts would be reduced to below a level of significance. Mitigation Measures RLC-1: Prior to the issuance of the construction permit the contractor shall prepare and implement a construction detour plan for the bike path subject to Utilities Department review and approval its consultation with the Community Services Department. h) Dues tlae prqjec't include recreational facilitiev or require the construction or mpansion of recreational facilities which inight have,an adverse physical effect on the environment?No Intpact. See response 16.14 a)above. 3 i R. y}i Initial Stud lEnvironmental Checklist -41- City of San Juan Capistrano, Callfbrnia A e° o.-r=l c inv S Y r. 16.15 TRANSPORTAT- ION/TRAFFIC. Would the ro'ect: a. Cause an increase in traffic which is substantial in relation to the existing; traffic load and capacity of the street system (i.c., result in a substantial El 0 . ❑ El in either the number of vehicle trips,the volume to capacity ratio on roads or con estion at interscctions)? b. Exceed, either individually or cumulatively, a level of service standard established by the county congestion/management agency for designated ❑ ❑ ® ❑ roads or hi(ghwa ) c, Result in a change in air traffic patterns,including either an increase in traffic ❑ ❑ ❑ levels or a chap=e in location that results in substantial safety risks? d. Substantially increase harards due to a design feature(e.g.,sharp curves or ❑ ❑ ❑ dangerous intersections or incompatible uses(e. .,farm c ui rnent)? e. Result hi inadequate emergency access? ❑ ❑ ® ❑ f. Result in inadequate parking capacity? ❑ ❑ z El g. Conflict with adopted policies, plans, or programs supporting alternative ❑ ❑ ® ❑ trans ortation(e.ga, bus turnouts,bic ole racks)? a) Would the prgject cauve an increase in trqf .fie which issubstantial in relation to the existing trrzfflic load and capacity n f the street system(i.e.,result in.a,substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at inters-ections)? Less than Significant with Mitigation Incorporated. The pipeline would be installed within a five inonth period,and would temporarily disrupt individual segments for less-time.These segments include a parking;lot area,as well as some roadway and bike path crossings.As a result,the construction activity would have the potential to have temporary construction impact. However,the implementation of a traffic control,plan during construction would reduce traffic impacts to below a level of significance. Mitigation Measures TRANS-1: Prior to the issuance of the construction permit the contractor shall develop and implement a traffic control plan subject to prior review and approval by the City Engineer or his designee. The traffic control plan shall include the limitation ofeonstructions to 7:00 a.m.to 6:O0 p.m. on Monday through Friday, and from 8:30 a.m. to 4:30 p.m. on Saturday. Construction is prohibited all day Sunday and on Federal holidays. 3 b) Licceed, either individually or cuntcrlatively, a level gf,ser-nice .standard established by the coup4y congestion management agency,fo r°designated roads or highways?Less than Significant. See response 16.15 a)above. c) Result in a change in air trafc patterns, including either art increase in trggIc levels or a change in location that i-esults in substantial safety rOks?No Impact. The project will not induce unplanned population growth,and therefore would not affect increased air-traffic patter€rs(see section 12,1 (a)above). No impact would occur. Initial Stud 1pnvironmental Checklist -42- City of San Juan Capistrano, California d) .Substantially increase hazards due to a design feature(e.g., sharp curves or dangerous intersections)or incompatible uses(e.g., farm equipment)?No Impact The proposed project would not change the configuration (alignment) of area roadways, and would not introduce types of vehicles that are not already traveling on area roads. The project would not result in increased hazards to design features. e) Result in inadequate emergency access?Less titan Significant Impact. The project would be subject to City and/or Caltrans emergency access plans(depending upon the pipeline segment).The project involves temporary,minor disruptions of land area and traffic and parking patterns for short amounts of time(up to five months in total).The project would comply with temporary traffic control plans, and its impact would be less than significant. 1 /} Result in inadequate parking capacity?Less titan Significant s s r F The pmject would temporarily disrupt parking at Calle Ate Bayo Cottages.parking lot and it would add a short t term parking demand for construction workers and construction vehicles as the crew troves along the installation.alignment.As a result,the construction activity would have the potential to have temporary parking impact on on-street guest parking. However,the implementation of a traffic control plan during construction would reduce parking impacts to below a level of significance.Operation of the proposed project would not result in parking demand except for limited maintenance vehicles. Maintenance vehicle parking could be accommodated along the shoulders of area roadways or in park parking lots.See mitigation measure Trans-1 above. g). Conflict vidth adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle ruck)?Lets titan Significant Impact The community of San Juan Capistrano has an extensive network of bike and pedestrian trails,As the project pipeline will be installed under area hike paths,temporary disruption would occur. However, no permanent changes would occur. Re-surfacing of'the bike path where disrupter)for the pipeline would comply with City requirements and the Uniform Building Code. Impact would be temporary and less than significant. i q Aw >,E 'rte•%=uP '°u v -4 16.16 UTILITIES AND SERVICE SYS'T'EMS.Would theproject: k a. Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board`? ❑ ❑ ❑ 2 b. Require or result in the construction of new water of wastewater treatment facilities or expansion of existing facilities,the construction of which could ❑ [❑ ❑ 0 cause Significant environmental effects? t f c. Require or result in the construction of new sto€ i water drainage facilities or expansion of existing facilities, the construction of which could cause ❑ ❑ ❑ Z a significant environmental effects? d. Have sufficient water supplies available to serve the project from existing ❑ ❑ entitlements and resources,or are new or expanded entitleinews needed? t. a Initial Stud /Environmental Checklist -43- Cit of San Juan Ca istrano, California e. Result in a deterniination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the projects ❑ ❑ ❑ roiectcd demand in addition to the provider=s existing commitments? f Be served by a landfill with sufficient permitted capacity to accommodate the ❑ ❑ project=s solid waste disposal needs? g. Comply with federal,state,and local statutes and regulations related to solid ❑ ❑ ❑ waste? a) Exceed wastewater treatment requirements,of the applicable Regional PVaterQuality Control Boni d?No Irtrpact The proposed project is limited to the construction and operation of recycled water pipeline and two wells. Water would be treated to potable water standards at the G WRP.However,the'proposed project would affect any wastewater treatment infrastructure.No impact would occur. b) Require or result in the construction of new water or i-wastewater treatment faCilrtie.S or expansion (4f evistingfacilities, the construction qf which coukl cause significant environmental effects?No Impact. Water conveyed by the project would be treated to potable water standards at the existing G WRP.The project. would not require the construction of a new water or wastewater treatment plants or other such facilities. Thorefore,no impacts would occur. c) Require or result in the construclion of new stonnwater drainage facilities or expansion of existing facilities, the construction(?f which could ceruse significant environmental�;ffect.s?No Impact The project would not require the construction of new stormwater drainage facilities or expansion of existing facilities, no impacts would occur. d) Havc sufficient i1 ater sarpl>Cies available to.sert�e theprqject fr orn existing entillettaentti and resortrces, or are new or exxrnded entitlements needed?No Impact. The proposed project is consistent with the San Juan Capistrano General flan, (San Juan Capistrano, 1999) and the San Juan Capistrano Water Master Plan.The project would enhance service flexibility ofthe system. No adverse impacts to the water supply would occur; a beneficial impact would result. e) Result in a determination by the wastewater tr:eatinent provider which sennas or may sen e the praject that it has adequate capacity to xer ve the pre ecl's projected demand in addition to the provider's existing commilments?No Impact. See response 16.16 d) above. Q 13e Served by a landfill with st.;Ificient permitted capacity to acconnnodate the project's solid waste disposal needs?Less than Significant Impact, Solid waste generation would be limited to minimal construction activities; however much of the pipeline alignment requires demolition of existing;paving and asphalt.This would create construction debris that could add to area landfill demands,on a temporary basis during demolition. Initial Stud Environmental Checklist -44- Ci of San Juan Capistrano, California The California Integrated Waste Management Act of 1989(AB 939)required each local jurisdiction to divert 50 percent of discarded materials from landfills beginning on January 1, 2000 and to maintain that level of diversion in subsequent years.Diversion includes recycling and reuse,where applicable.As part of the City's diversion program,it established a Construction and Demolition(C&D)Waste Recycling Program(Ordinance No.887 and resolutions No.03-11-04-04)to help in diverting C&D waste froth landfills.The o€dinance will require during demolition that the project divert of 50 percent of project concrete and asphalt construction debris,and 15 percent of its remaining debris.The ordinance further requires that,50 percent diversion of all construction debris associated with construction(following demolition)efforts. With implementation of the City's diversion program,project impacts would be considered less than significant. ............... g) Carrtply With federal,state, and local statutes and regulations related to.solid waste?No Impact. The contractor would be required to comply with all pertinent regulations regarding the disposal of solid waste generated by construction activities, including the safe disposal of any hazardous inaterials. Therefore, no impacts would occur. - 0.v: .i'r K.W a•. 7- 16.17 MANDATORY FINDINGS OE SIGNIFICANCE.Would the projom a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species,cause a fish or wildlife population to decrease below self- sustaining levels, threaten to ❑ 0 ❑ ❑ eliminate a plant or animal community, reduce (lie number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of maj or periods ofCali fomia history or rehisto ? b. .Does the project have impacts which are individually limited, but cumulatively considerable{"Cumulatively considerable"means the project=s ❑ ❑ ® ❑ incremental effects are considerable when compared to the past,present,and future effects of other projects)? G, Does the project have environmental effects which will have substantial ❑ 0 ❑ ❑ adverse effects on h€nnan bein s,directly or indirectl `? d. Does the project have the potential to achieve short-term,to the disadvantage ❑ ❑ Z1 ❑ of lon -terni,environmental pals? a) Does the prgject have the potential to Substantially degrade the qualitfj of the enljir oiinzent,.�irbstantially elfsureduce the habitat of a fslr or wildlife,species, cause a fish or wildlife papulation to drop belom,self- sustaining staining levels, threaten to eliminate a plant or animal com-tnunity, reduce the number or restrict the rrtnl,>.e of rr a erre ter encicrngereclplrrnt or rr rintrrl r�r°elirniriate irr€partu€zt e ambles f the ntajor•perit�dr qf' California his1my or prehistory?Less than SignlFcant with Mit-igafiorr Itrcorportrted. Lased on the analysis above(sections 16.1 through 16.16),the proposed underground municipal pipeline and well project with mitigation incorpor�ted(as specified where appropriate above)will not degrade the qualityof the envirorutnent or substantially reduce the habitat of fish or wildlife species,cause a fish or wildlife species population to drop below self sustaining levels,threaten to eliminate a plant or anirnal community,reduce the Initial Studyl nvironmental Checklist -45- City of San Juan Capistrano, California number or restrict the range of rare or endangered plant or animal species,or eliminate important exa€nples of the major periods of California history or prehistory. Potential impacts associated with the implementation of the pipeline project would be less than sibmifi€cant, b) Does the projecl have impacts that are individually limited, but c€arnulathv�)' considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects afpast prgjects, llie effects of other currew prpjecty, and the effects of probably.future prnjects)?Lays than Significant Impact. The proposed project's environmental impacts would be limited to short-tern construction impacts which would be reduced to less-than-significant levels with implementation of mitigation measures identified in this document. Therefore,the project would not contribute to cumulatively considerable impacts. G) l avG'G'a1Via'C1a1t?1eYlfCLI G'ffects that will cause substantial adverse effecU on hunian bungs,,either directly or indirectly?Less than Significant with Mitigation IncorpoL•ated. The responses to the environmental checklist questions above(see sections 16.1-16,16)show that the project would not have environmental effects that would have substantial adverse impacts on humans, with implementation of the proposed mitigation€n;easuies. d) ,have the potential to achieve short.-terns environmental l;oaht to the disadvantage of Irrng-.tarnx environmental goaly?Less than Significant Impact, The proposed project would improve the water distribution system in the City.All impacts from the proposed project are temporary in nature, limited in extent, and would be reduced to less-than-significant levels with implementation of mitigation measures identified in this document. The proposed project is consistent with future growth that is anticipated as pail of the City of San Juan Capistrano General flan(San Juan Capistrano, 1999). As a result, the project does not achieve short-term environmental goals to the disadvantage of long- term environmental goals. 17. PREPARATION. The initial study For the subject project was prepared by: I Kevin Smith, project Manager Environmental Science Associates d t I i EI E`. NATE OF CALIFORNIA t oro s OFFICE ofPLANiNG AND RESEARCH STATE CLEARIN HOUSE AND PLANNING U= AaaoinscnwAan< trtrtar�HMr,�x s° [tovorc Aatea Jantaary2l,201(3 Ullr�DEPARTMENT Joe Maukawich JAN 2 S 2 1 City of San Juan Capistrano 32400 Paseo Adalanto SAf�[.0MY OF GA{'S San Juan Capistrano,CA 92635 TRAyO Subject: San Juan CagisfxMo Eastern Wells and Pipeline Project SCC#: 2009121056 Dear Joe MankawicIL The State Clearinghouse submitted ft above maned Mitigated-Negative Declaration to selected state agencies fur review. The review period closed.on January 19,201©,and no state agencies submitted cornnlents by that date. This letter acknowledges that you have complied with the State Clearinghouse review requirements for draft environmental docummats,pu mia nt to ft California Envu=nen#al Quality Act. Please call the Stafe Clearinghouse at(916)445-0613 if you have any questions regarding the environmental review process. If you have a question about the above-naniod lrro}ec4 please refer to the ten-digit State Clearinghouse number when contar ing this office. Sincciely, tt Margan Acting Director,State Clearinghouse 1400111th Street P.O.Bax 3444 Sacramento,Wforula 95812-3U4 (916}40-1!613 PAX(916)325-3018 www.oprxLgw Document Details Report State Clearinghouse Data Base SCH# 2009121056 Project Tide San Juan Capistrano Eastern Wells and Pipeline Project Lead Agency San Juan Capistrano,City of Type MND Mitigated Negative Declaration Description The proposed project would consist of the construction of two replacement groundwater production wells,along with a collection pipeline.The proposed South.Cook Park Well and Well 5A are tivo of the seventeen wells Identified In the diversion permit.The proposed collection pipeline would connect the two replacement wells,South Cook Park Well and Well 6A,plus a third existing well,Tirador Well,to form a groundwater collection system in the vicinity of San Juan Creek and south of Calle Arroyo.The collection system would supply waterfrom the San Juan Groundwater Basin(basin)to the City of San Juan Capistrano's Groundwater Recovery Plant(GWRP,ionated at 32470 Paseo Adelanto)for treatment before being introduced Into the public water supply system.The treatment consists of removing iron,manganese and total dissolved solids(TDS)from the groundwater.The current capacity of f7te GWRP is 5.1 mgd(5,712 afy)which is within the limits allocated by the diversion permit of 8,026 afy.The addition of the proposed South Cook Park Weil and Well 5A along with the current operating wells will not exceed the allotted amount of water to be extracted under the diversion permit. The GWRP is currently fed by six(6)wells In the basin:Dance Mall,Tirador,CMD No. 1,CVWD No. 2,SJBA No.2,and SJBA No.4. Phase i of the GWRP required 8 wells to feed the GWRP.The South Cool Paris Well and Well 5A will complete the well requirements under Phase I for the GWRP,and will allow for effective management of the basin water.The purpose of the two replacement Eastern Wells (South Cook Park Well and Well 5A)is to provide system reliability and ultimately improve the fleAbility of portable water production from thane wdsting group of wells. Lead Agency Contact Name Joe Mankawich Agency City of San Juan Capistrano Phone 949-4874313 Fax email Address 32404 Paseo Adelanto City Sate Juan Capistrano State CA Zfp 82675 Project Location County Prange City San Juan Capistrano Reglan Lai f Long Cross Streets Calle Arroyo and Rancho Viejo Road Parcel NO. Township Range Sectfon Base Proximity to: Highways Hwy 5,74 Airports Railways OCTA Metrolink RR Waterways San Juan Geek,©so Creek,Trabuco Creek,Homo Creek Schools Land Use This project site has a General Plast land use designation of Sart Juan Creek and the adjoining bank areas as"1.0-General Open Space",and C,Russell Cook Park is designated"1.3-Community Park". The zoning"GNS"J{general open spacej;•Park Is'Cr Community Park. Note: Blanks in data f atds rot Sit from InQfrff e4An+Fnfnrme+inn Document Details Report State Clearinghouse Data Base Project Issues Water Supply;Water Quality;Vegetation;TrOflclClrculatlon;Toxlc/Hazardous;Sol) Erosion/C6Mpaction/Grading: Public Services;Nolse;Geologio/Selsmic;Lanciuse;Cumulative Effects, Dralnage/Absorptlon;BivlOgical Resources;Archaeologla-Historic,Air Quality;Aestheticivisugl Reviewing Resources Agency;Department of Fish and Game, Region a;Department of Pants and Recreation; Department of Water Resources;Calif tis Highway Patrol;Caltrans, District 12;Department of Health Services;State Water Resources Conical Board,Divlson of Financial Assistance;State Water Resources Control Board, Division of Water Rights;Regional Water Qua*Control Hoard, Region 8; . Native American Heritage CommisSion;Public utilities Commission Date Received 12129/2088 Start of Review 92/21/2009 End ofRevlew 01/1812010 Note: Blanks In data frelds result from insufficient information provided by Inac1 Ar fhnry 211612010 AGENDAREPORT D-12 TOJoe Tait, City Manager FROM: West Curry, Assistant Utilities Director SUBJECT, Consideration of Approval of Plans and Specifications, Amendment No. 1 to Persona[ Service Agreement, and Approval of the Mitigated Negative Declaration for the Eastern Wells Pipeline Project (CIP 08802) (AKM Consu n Engineers) RECOMMENDATION: By motion, 1. Approve the Plans and Specifications for the Eastern Wells Pipeline and Well Equipping Projects (CIP 08802), prepared by AKM Consulting Engineers (AKM); and, 2. Approve Amendment No. 1 change order to the AKM design agreement in the amount of $24,794 and authorize the City Manager to execute the amendment No,1, and, 3. Direct the City Clerk to advertise the Projects for competitive bid: and, 4. Adopt a resolution approving the Mitigated Negative Declaration for the Eastern Wells and Pipeline Project SITUATION: Summa and Recommendation: City Council, at their regular meeting of November 8, 2008, approved an agreement with AKM Consulting Engineers for Civil Engineering Design Services for the Eastern Wells and Pipelines Project (CIP 08802). Early in the design effort it became apparent that it would be wise to separate the project into three phases; Well Drilling & Development, Pipeline Construction, and Wellhead Equipping, This three phase format serves two important functions. By drilling the wells and ensuring they are producing to staff expectations pipeline rerouting and redesign of the pumps would be avoided. The project also reduces construction costs because the phases are generally handled by separate specialized contractors. Putting these under one contract would include markups on these specialty subcontracts increasing costs. The first phase, Well Development, provided the drilling of the two new wells: Well 5A — located approximately 290 feet southeast of the intersection of Morningstar Lane, Via Agenda Report February 16, 2010 Page 2 Parra and Calle Arroyo, and approximately 170 feet north of San Juan Creek, and South Coops Well — located within Russell Cook Park, approximately 430 feet east of the Intersection of Calle Arroyo and Rancho Viejo Road and approximately 50 feet north of San Juan Creep. These two wells were successfully completed by SoCal Pump and Well, inc, :with each capable of producing 700 gallons per minute (gpm) or 1 Million gallons per day (MGD). City Council accepted the well development project as complete on December 1, 2009, AKM Consulting Engineers, Inc. has completedpreparation of Plans and Specifications for the final two phases. The proposed water pipelines will bring source water from the two wells to the GWRP, where the water will be treated for domestic water use. The well housing and pump equipment will provide source water to the pipeline. Addition of these facilities will provide additional reliability to the plant. Each of the final two phases, Well Pipeline and Well Equipping, is provided with its own set of contract documents so that they can be bid out separately. AKM has performed this extra work at no increase to their contract cost. The design plans and specifications have been reviewed by the Utilities Operations and Engineering staff and by the Departments of Public Works and Planning. Those departments have determined that the project complies with the City's General Plan and domestic dilater Master Plan and meets the City's engineering design criteria. The design has also gone through a thorough peer review process. The Design Review Committee will approve the color scheme and landscape pians far the project at their February 4 s meeting. Staff, therefore, recommends that the City Council approve the Plans and Specifications (Attachment 1) for the Eastern Wells Pipeline and Eastern Wells Equipping, and direct the City Clerk to release the projects for public bid. During plan development staff requested two changes which increased the design effort on these projects. The financial downturn has prevented the previously approved Ventanas development from moving forward. Because there may be a change of ownership and development plan for this privately owned parcel staff requested that AKM redesign the well pipeline. The new alignment proceeds within an existing City waterline easement along the north border of the property instead of the original design which ran through the proposed Ventanas parking lot. This realignment will allow future owners more flexibility in-their site layouts. The additional cost for this work is $10,400. The original pipeline plans had aligned the pipeline through the private parking area for the Cottages business park on Calle Arroyo. Meetings with the owners of the property indicated that they were preparing to repave the parking lot shortly and preferred that the City not install the waterline through their parking area, if possible. Staff requested that AKM realign a portion of the lime through the City owned parcel now utilized by the Ortega Equestrian Center. A short portion remained in an existing City waterline easement within the Cottages parking area. This redesigned portion of the fine was then bid out for construction separately so that it would be in place prior to the start of the paving of the parking lot. The City received 5 bids for this accelerated 700 foot long portion of the pipeline project ranging from $29,800 to $60,600. The project was awarded to W.A. Rasic in the amount of $29,800. Work on the accelerated section was completed on November 17, 2009. The additional cost for AKM to prepare the bid Agenda Report February 16, 2010 Page 3 documents for the accelerated work was $4,394. Staff requests approval of Amendment No. 1 to the Personal Services Agreement (Attachment 2) with AKM for design of the Eastern Wells and Pipeline Project in the amount of $14,794. This represents a 4% increase to the original $375,761 contract. Mitigated Negative Declaration: This project has been evaluated by the City's Environmental Administrator in accordance with Section 21080(c) of the California Environmental. Quality Act (CEQA:) On December 19, 2009, the Environmental Administrator determined that with the implementation of mitigation measures, this project w. ill not have a significant effect on.... the environment. As a result of that determination,,the City issued a Mitigated Negative Declaration. The Mitigated Negative Declaration (MIND) (Exhibit A of Attachment 3) includes mitigation measures to address the project's potential air quality, water quality, noise, and cultural resource impacts. The Draft.Mitigated Negative Declaration for the proposed project was made available for public review and comment pursuant to the CEQA Guidelines, Section. 15073 for a period of 30 days, commencing on January 20, 2409, and ending on January 20, 2010. The.City received one comment from Caltrans during this review period. The City has prepared the attached response to the.Caltrans comment (Attachment 4). Staff recommends adaption of the resolution approving the Mitigated Negative Declaration for this project(Attachment 3). COMMISSION{13OARD REVIEW ANIS RECOMMENDATIONS: The Utilities Commission was updated on this project at their,January 26, 2010 meeting. The project will go before the Design Review Committee on February 4, 2010. Plans shall include recommendations made at that meeting. FINANCIAL CONSIDERATIONS: The FY 2009/2010 Budget for the Eastern Wells and Pipeline Project (CIP 08802) is $2,988,165.99. After development of the two new wells the balance remaining in the project is $2,498,676.94. Staff will return to City Council in March 2010 for award of the construction contracts for the Pipeline and the Wellhead Equipping. Staff will provide a recommendation for funding these two contracts at the time of award. NOTIFICATION: AKM Consulting Engineers, Inc. Agenda Report February 16, 2010 Page 4 RECOMMENDATION: By motion, 1. Approve. the Plans and Specifications for the Eastern Wells Pipeline and Well Equipping Projects (CtP 08802), prepared by AKM Consulting Engineers (AKM); and, 2. Approve Amendment No. 1, change order to the AKM design agreement in the amount of $14,704 and authorize the City Manager to execute the amendment No.1; and, 3. Direct the City Clerk to advertise the Projects for competitive bid: and, 4. Adopt a resolution approving the Mitigated Negative Declaration for the Eastern !Wells and Pipeline Project Respectfully Submi fid, Prepared by, West Curry - oe Mankawich Assistant Utilities Director Associate Engineer Attachments. 1. Plans and Specifications 2. Amendment No.1 to Personal Services Agreement 3. Resolution and (Exhibit A) Initial Study /Mitigated Negative Declaration 4. Caltrans Letter/Response to Comments ATTACHMENT I pue to the size of this attachment, a copy has been placed in the City Council conference room for the City Council's review. In addition, a copy.of the attachment is available for public review at the City Clerk's Office located at 32400 Paseo Adelanto, San Juan Capistrano, CA 92075 ATTACHMENTI FIRST AMENDMENT TO PERSONAL SERVICES AGREEMENT THIS FIRST AMENDMENT TO THE PERSONAL SERVICES AGREEMENT between the CITY OF SAN JUAN CAPISTRANO ("City„) and AKM Consulting Engineers, Inc., ("Consultant") is made and entered into, to be effective the day of February, 2010, as follows: RECITALS WHEREAS the City and Consultant have .entered into that Personal Services Agreement dated November 4, 2008, for Engineering Design Services for the Eastern Wells and Pipeline Project (CIP 08802) (the "Agreement"); and WHEREAS, the City and Consultant desire to amend the terms of the Agreement as provided hereunder. AMENDMENT NOW, THEREFORE, in consideration of the promises and mutual covenants contained therein, City and Consultant agree to amend the following Sections of the Agreement as follows: Section 1 Add design services for realignment of the pipeline through the Ventanas parcel and through the Cottages parcel as directed by the City. Section 2 Extend the term for completion of the project to March 31, 2010. Section 3 Increase the total compensation for the project by$14,794 tee a not to exceed amount of Three Hundred Ninety Thousand Five Hundred and Fifty-Five Dollars ($390,555). S'Gf?2f;.I ATTACHMENT 2 All other provisions of the Agreement not amended hereunder shall remain in full farce and effect. CITY OF SAN JUAN CAPISTRANO By: Joe Tait, City Manager ATTEST. By. Maria Morris, City Clerk APPROVED AS TO FORM: BY: Omar Sandoval, City Attorney CONSULTANT By! AKM Consulting Engineers, Inc. -2- RESOLUTION NO. 08-03-04- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO. CALIFORNIA, APPROVING A MITIGATED NEGATIVE DECLARATION FOR THE EASTERN WELLS PIPELINE AND WELL. EQUIPMENT PROJECTS (CIP 08802)(AKM CONSULTING ENGINEERS) WHEREAS, the Utilities Department has prepared plans for the Eastern Wells Pipeline and Well Equipment Projects (CIP 08802) and such installation is consistent with the recommended water facilities improvements contained in the City Council-adopted Domestic Water Baster Plan (DWMP); and, WHEREAS, the proposed projects have been processed pursuant to Section 9-2.337, Public Improvement Plans and Outside Agency Development Review of the Land Use Code;.and, WHEREAS, the City of San Juan Capistrano Environmental Administrator has reviewed the initial study prepared pursuant to Section 15063 and 15064 of the CEQA Guidelines; has determined that the project qualifies for issuance of a Mitigated Negative Declaration (MND), has issued a Mitigated Negative Declaration pursuant to Section 15074 of those guidelines, and has caused a Mitigated Notice of Negative Declaration to be pasted pursuant to Section 15072 of those guidelines. The City has otherwise complied with all applicable provisions of the California Environmental Quality Act (1970) and all recommended mitigation measures have been incorporated herein; and, NOW, THEREFORE, BE IT RESOLVED that the City Council hereby finds that the following findings based on substantial evidence in the record with respect to compliance with the provisions of the California Environmental Quality Act and in consideration of the proposed mitigation measures, all project impacts will be reduced below a level of significance. Section 1. Pursuant to.California Environmental Quality Act (CEQA) Guidelines (Section 15074), the Initial Study/Mitigated Negative Declaration (IS/MND) considers all potentially significant environmental effects of the proposed project and is complete and fully complies with all requirements of CEQA and the Guidelines; and, Section 2. The project could result in potentially significant aesthetic impacts as a result of construction of the well head facilities. However, the following. proposed mitigation measures Vvill reduce such impacts to a level of insignificance; Given that the project components will be out of view of the general public, except for the South Cooks Well building, which will be designed to-.be visually compatible with area buildings, no impact to scenic vistas would occur. The following "project design features" are necessary: PD -I As part of the approval of construction plans and specifications, the construction plans will include the proposed well building design which will be subject to formal review by the Community Development Department or designee for consistency with the City's Architectural Design Guidelines, who may refer the design to the Design Review Committee (DRC) for determination. PDF-2 As past of the approval. of construction plans and specifications, the proposed site design will include a landscape design with provisions for using a California native plant palette which will be subject to formal review. by the Community Development Department or designee for consistency with the City's Architectural Design Guidelines, who may refer the design to the Design Review Committee (DRC) for determination, Section 3. The project could result in potentially significant air quality impacts as a result of construction-related emissions. However, the fallowing proposed mitigation measures will reduce such impacts to a level of insignificance: AQ-'f During clearing, grading, earth moving, or excavation operations, excessive fugitive dust emissions shall be controlled by regular watering or other dust preventive measures using the fallowing procedures, as specified in the South Coast Air Quality Management Districts Rule 403: All material excavated or graded will be sufficiently watered to prevent excessive amounts of dust. watering will occur at least twice daily with complete coverage, preferable in the late morning and after work is done for the day. n All material transported on-site or cuff-site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. ® The area disturbed by cleaning, grading, earth moving, or excavation operations will be minimized so as to prevent excessive amounts of dust. • These control techniques will be indicated in Project specifications. Compliance with this measure will be subject to periodic site inspections by the City. A{ -2 As part of the SCAQMD Rule 403 Dust Control Plan, project grading plans shall show the duration of construction. Ozone precursor emissions from construction equipment vehicles shall be controlled by maintaining equipment engines in good condition and in proper tune per manufacturer's specifications, and to the satisfaction of the City Engineer. , Compliance with this measure will be subject to periodic inspections of construction equipment vehicles by the City. Section 4. 2 The project could result in potentially significant cultural resources impacts as a result of construction related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: CR-1: All cultural resources, including 30-176663, 30-176664, and 30-176700 (ATSF railroad tracks), the 1917 ATSF bridge, and prehistoric site 30-120017, shall be avoided where feasible. If appropriate, prior to construction, a qualified archaeologist (defined as an archaeologist meeting the Secretary of the Interior's Standards for professional. archaeology) shall mark exclusion zones around known archaeological sites to ensure they are not impacted by construction. If avoidance is not feasible, the resources shall be evaluates{ for eligibility to the California Register or local historic register and potential significance under CEQA. If a resource is determined to be eligible to the California Register or local historic register, a site treatment plan or additional protection measures will be developed and implemented. If the site evaluation results in an assessment that a resource is not eligible, 'no further work or protective measures will be necessary. A qualified archaeologist (defined as an archaeologist meeting the Secretary of the Interior's professional qualification standards for archaeology) shall carry out all evaluation and site treatment.. CR-2: Prior to issuance of a grading permit, the applicant shall submit to the Community Development Department documentation that a qualified archaeologist (defined as an archaeologist on the List of Certified Archaeologists for Orange County) has been retained to monitor site clearing, grading, and excavation activities, stating the name, qualifications, and contact information for the archaeologist. A qualified archaeologist (defined as an archaeologist on the List of Certified Archaeologists for Grange County) shall be retained by the project applicant and shall be present at pre-construction meetings to advise construction contractors about the sensitive nature of cultural resources located on and/or in the vicinity of the project site, as well as monitoring requirements. A qualified monitor (defined as an individual with a bachelors degree in anthropology with archaeological monitoring experience), supervised by the qualified archaeologist, shall observe on- and off-site construction activities that result in grading, and/or excavating on or below the original ground surface (including during project-related off-site utility [natural gas, electricity, sewer, water, drainage, communications, etc.] and roadway improvements). Should nonhuman cultural resources be discovered, the monitor shall have the power to temporarily halt or divert construction activities until the qualified archaeologist can determine if the resources are significant and, if significant, until recovered by the archaeologist. In the event that human remains are discovered, construction activities shall be halted or diverted until the provisions of §7050.5 of the Health and Safety Code and §5097.98of the Public Resources Code have been implemented. (CIS) CR-3: Native American Monitor. During construction/grading activities, a Native American monitor shall observe construction/grading activities that result in grading, excavating, and/or trenching on or below the original ground surface (including during project-related off-site utility [e.g., natural gas, electricity, sewer, 3 water, drainage, communications, etc.] and roadway improvements). The project Archeologist shall select the Native American monitor in consultation with the Native American Heritage Commission (NAHC). The Native American monitor shall consult with the Project Archaeological monitor regarding objects and remains encountered during grading that may be considered sacred or important. In the event that evidence of human remains is discovered, the Native American monitor shall verify that the archaeologist has notified the Coroner. CR-4: Paleontological Monitor. Prior to issuance of a grading permit, a qualified paleontologist (defined as a paleontologist on the List of Certified Paleontologists for Orange County) shall be retained by the. project applicant and shall be present at pre-construction meetings to advise construction contractors about the potential occurrence of paleontological resources located on and/or in the vicinity of the project site, as well as monitoring requirements. A qualified monitor (defined as an individual with a bachelors degree in paleontology and monitoring experience), supervised by the qualified paleontologist, shall be on-site during construction activities that result in the grading and/or excavating of current surface material (including during project-related offsite utility [e.g.,. natural gas, electricity, sewer, water, drainage, communications, etc.] and roadway improvements) to monitor for paleontological resources. Should paleontological resources be discovered, the monitor shall have the authority to temporarily Dalt or divert construction activities until.the qualified paleontologist can determine if the resources are significant. Significant paleontological resources shall be recovered by the qualified paleontologist (CD) Section 5. The project could result in potentially significant water quality impacts as a result of construction-related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance; WQ-1 The City shall require that preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP) which emphasizes structural and non-structural Best Management Practices (BIPs) in compliance with NPDES Program requirements, is included in the project's bid specifications. Specific measures shall include, but not be limited to- 0 Siltation of drainage devices shall be handled through a maintenance program to remove silt/dirt from channels and street gutters. Surplus,or waste material from construction shall not be placed in drainage ways or within the 100-year floodplain of surface waters_ 0, Loose pilesofsoil, silt, clay, sand, debris, or other earthen materials _ shall be protected in an effective manner which eliminates any discharge to surface waters. Section 5, 4 The project could result in potentially significant short-term construction noise impacts. However, the following_ proposed mitigation measures will reduce such impacts to a level of insignificance: NO[-1:Noise sources associated with construction, repairs, remodeling, or the grading of any real property shall be limited to 7:00 a.m. to 6:00 p.m. on Monday through Friday, and from 8:30 a.m. to 4:36 p.m. on Saturday. Construction is prohibited .all day Sunday and on Federal holidays. NOI-2: All construction equipment shall be equipped with available noise suppression devices and properly maintained mufflers, including "new technology" equipment capable of attenuating exhaust noises by use of improved mufflers where feasible: All internal combustion engines will be equipped with mufflers as specified by the vehicle manufacturer. All construction equipment will be maintained in good mechanical condition so as to minimize noise created by poorly maintained engines, strive-trains or similar components (e.g. regular engine tune up, engine oil changes, drive train and track adjustment, and moving parts lubrication). NOI-3:The equipment staging area will be situated so as to provide the greatest distance separation between construction-related noise sources and noise- sensitive receptors nearest the Project site during all Project construction. NOI-4:If determined necessary by the'Utilities Department Director, based on the planned construction phasing/approach, notification will be given to residences within 300 feet of planned construction activities thirty (30) days prier to commencement of demolition activity, and will include a brief description of the project, the overall duration of the various construction stages, noise abatement measures that will taken, and the name and phone number of the construction site supervisor or his designee to report any violation of a noise or mitigation standard. Section 7. The project could resujt in potentially significant biological resources impacts as a result of construction related activities..However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: BIO-1: The federal Migratory Bird Treaty Act (1-0 USC, Section 703, Supp. I, 1989) prohibits killing, possessing, or trading migratory birds, except in accordance with regulations prescribed by the Secretary of the Interior. Migratory birds protected under this law include most native birds, with the exception of a.few old word species, such as wrentif (Chamaea fasciata), European starling (Sfurnus vulgaris), rock pigeon (Columba livia), Douse sparrow (Passer domesticus), and certain game birds (e.g. turkeys and pheasants). This act encompasses whole birds and bird nests and eggs. Migratory birds are also protected by the state of California, under Section 3513 of the California Fish and Came Code (CDFG Cade). The CDFG Cade also protects all breeding birds under Section 3503, and raptors (eagles, hawks, and awls) under Section 3503.6. s To avoid impacts to native nesting birds, including cactus wren, should construction activity begin between January 1 and September 15, the City shall retain a qualified biologist to conduct nest surveys in potential nesting habitat within and adjacent to the project site prior to construction or site preparation activities. Specifically, within 30 days prior of ground disturbance activities associated with construction or grading, a qualified biologist shall survey the project site and -areas within 50 feet of the project limits to determine if active nests of bird species protected by the Migratory Bird Treaty Act (META) or the California Department of Fish and Game (CDFG) Code are present in the construction zone or within a distance determined by CDFG or the qualified biologist. Because many birds expected to use the project area for nesting during the late winter (such as Anna's hummingbird [Calypte anna] and Cooper's hawk Accipiter cooperir]), the breeding bird survey shall be carried out in the event construction begins during either the typical nesting/breeding season (mid March through September) and in January and February. If ground disturbance activities are delayed for more than 5 days, additional pre-construction bird nest surveys will be conducted such that no more than five days will have elapsed between the last survey and the commencement of ground, disturbance activities. Surveys shall include examination of trees, shrubs, and the ground within grassland for nesting birds, as several bird species known to occur in the area are shrub or ground nesters, If active nests are found, clearing and construction activities within a buffer distance determined by CDFG, or the qualified biologist, shall be postponed or halted until the nest is vacated and juveniles have fledged, as determined by the biologist, and there is no evidence of a second attempt at nesting during the same year. Limits of construction to avoid an active nest shall be established in the field with flagging, fencing, or other appropriate barriers; and construction personnel shall be instructed on the requirement to not encroach into the buffer established for nesting areas. The results of the survey, and any avoidance measures taken, shall be maintained to document compliance with applicable state and federal laws pertaining to the protection of native birds. 4310-2: If the contractor determines that any trees (with a diameter exceeding inches at breast height) would need to be removed, the following shall occur: Prior to removal of any tree, the contractor shall secure issuance of a tree removal permit, except in cases where a State-registered Arborist has determined in writing that such tree(s) are a hazard to utility lines or facilities. 6 An application for tree removal shall be filed with the Community Development Department and the City may require replacement planting. A heritage tree shall not be removed without prior Planning Commission review and approval of a heritage tree removal permit. A tree shall be deemed a heritage tree and shall be protected from removal when such tree has a trunk diameter at breast height (dbh) of thirty-six (36) inches or greater, and is a specimen of the following species: Schinus molle (California pepper), Quercus spp. (oak); Cedar spp. (cedar); . Eucalyptus globulus .(blue gum eucalyptus); Jdglans spp. (walnut); Olea europaea (ofive); Platanus spp. (sycamore); Populus spp. (cottonwood); or as otherwise designated by the Planning Commission. based on the tree's unique and intrinsic value to the community because of its size, age; historic association or ecological value:. Any proposal for construction, utility installation, paving, street improvements, or any other ground-disturbing activity within the drip line or critical root zone of a heritage tree shall require administrative approval by the Planning Director pursuant to Section 9µ2.303(a)(4) prior to issuance of permits, to ensure that such work will not adversely impact the health of the heritage tree. Section 8. The proposed project would construct an underground water pipeline and re-establish two existing wells, The project would not increase the use of existing neighborhood and regional parks or other recreational facilities and no impact would occur. for would the proposed project require the construction of additional recreational facilities. However, the project would temporarily disrupt the bike path during construction of the pipeline resulting in a potentially significant impact to recreation. However, with the implementation of Mitigation Measure REC-11, which would require a bike path construction detour plan, impacts would be reduced to below a level of significance. REC-1: Prior to the issuance of the construction permit the contractor shall prepare and implement a construction detour plan for the bike path subject to Utilities Department review and approval in consultation with the Community Services Department. Section °. The pipeline would be installed within a five month period, and would temporarily disrupt individual.segments for less time. These segments include a parking lot area, as well as some roadway and bike path crossings. As a result, the construction activity would have the potential to have temporary construction impact. However, the implementation of a traffic control plan during construction would reduce traffic impacts to below a level of significance. TRANS-1: Prior to the issuance of the construction permit the contractor shall develop and implement a traffic control plan subject to prior review and approval by the City Engineer or his designee. The traffic control plan shall include the limitation of constructions to 7:00 a.m. to 6:00 p.m. on Monday through 7 Friday, and from 8:30 a.m. to 4:30 p.m. on Saturday. Construction is prohibited all day Sunday and on Federal holidays. NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby that the proposed project is consistent with the policies and objectives of the General Plan, specifically, the Public Services & Utilities Element because the proposed waterline and wells .will ensure that the City maintains the ability to provide the required high-quality and dependable water service to the community; and, The proposed project is consistent with the City Council adapted Domestic Water Master Plan (DWMP) which identifies the. waterlines and facilities (Project ) to provide necessary higher levels of water service to existing and proposed developments:located in the surrounding area. NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby approve a Mitigated Negative Declaration subject to the mitigation measures contained in Exhibit A attached hereto and incorporated herein. PASSED,,APPROVED AND ADOPTED this day of February, 2010, DR. LONDRES USO, MAYOR ATTEST: MARIA MORRIS, CITY CLERK ;, Ka IN 5 L STUDY citt of sari juan ca is8rano calif6rrtia 3 IE PROJECT, Capital Irtrpraveirteritt r©Ject775,lastertilVetlsandPipelizteFrflject(.prajectN o.20$591) I 2. LEAD AGENCY: City of San Juan Capistrano 3. CONTACT PERSON&PHONE.Joe Mankawich,Associate Engineer,(949)487-4313 4. PROJECT i LOCATION: Two wells: Well 5A is located approximately 290 feet southeast of the intersection of MorningstarLane,Via Parra and Calle Arroyo,and approximately 170 feet north of San f Juan Creels. The South Cools Park Well is situated within Russell: Cook Park, approxi mately 430 feel:east of the intersection of Calle Arroyo and Rancho Viejo Road and approximately 50 feet north of San Juan Creels, 1 Pipeline From'Wel 15A southwesterly to the City's GrourtdwatorRecovery Plant,fora total distance of approximately 8,670 linear feet. 5. APPLICANT: Utilities Department,City of San Juan Capistrano,32450 Paseo Adelanto, San Juan Capistrano, CA 92675 6. GENERAL PLAN DESIGNATION. The General flan nand Use Element's Land Use Policy Map designates portions of Sart Juan Creek and the adjoining bank areas as"1.0-Gencral Open Space",while C. Russell Cook Park is designated "13-Community.Park", 7. ZONING: Portions of Satz Juan Creek and the adjoining bank areas are classified as "GOS" (General Opens Space)on the Official Zoning Map of the City of Satz Juan Capistrano,while C.Russell Conk Park is Toned "CP"(Corn unity Park.). 8. PROJECT DESCRIPTION: 1n 1994 the San Juan Basin Groundwater Manage nentand Facility Plan (GroundwaterPlan)was prepared by the San Juan.Basin Authority to establish management strategies for groundwaterand potable water supplies in the San Juan Basin,The Groundwater Plan discussed several r facilities required to manage future water supply.The facilities included a desalting plant to treat poor to marginal quality groundwater in the lower portion of the basin,now wells to pump groundwater,recharge facilities for recharging imported water, and pipelines and other anoi.11wy equipment. These facilities would allow for the groundwater of the Sart Juan Basin to be used as a storage element in the lacal and regional water supply systemsand particularly provide,a supplemental supply of graterduringperiods of drought or emergency.The Groundwater Pian was prepared for the San Juan Basin Authority in 1994;and was used in the preparation of its CEQA documentation completed in 1995,The proposed Eastern wells and Pipeline project (proposed project) would be consistent with the facilities required to .meet the 'I objectives of the Groundwater Plan. 3 Furthermore,on October 30,2000 theSan Juan Basin Authority(SJBA),of which the City of Sart Juan Capistrano(City)is member agency,received a permit for diversion and use of hater(diversions permit) from the State Water Resources Control Board Division of Water Rights(SWRCB). Diversion permit #21474 granted the SJBA rights to extract groundwater from seventeen differentpotential well locations within the boundariesof the San Juan Creek and the ArroyoTrabucoCreek, More specifically, SJBA has s been allocated rights to divert(extract)up to a maximutn of 8,026 acre-feet per year(afy)of groundwater }Y EXHIBIT Initlal Stud Environmental Checklist -2- City of San Juan Capistrano, California froom January 1 to Dew.nnber l of each year. The 8,426 afy can be increased by a maximum of 2,676 afy, for a total diversion of 10,702 afy. However,tine SJBA would meed to prove to the SWRCI3 that the water is available to sustain the maximum extraction and that the maximum extract would not degrade the creeks arndlor vegetationlliabitat within tine riparian corridor. Currently,as part of the diversion permit the City ' has to regularly monitor the condition of the creeks and vegetation living within the riparian corridor. if it is deteniii ed by the monitoring data submitted to the S WRCI3 that there is any degradation of the creek or the vegetation due to the extraction well(s)then the diversion permit requires that the well($)be shutdown � f 17he proposed project would consist of the construction of two replacement groundwater production wells, 1` along, with a collection pipeline. The proposed South Cook Park Well and Well 5A are two of the seventeen wells identified in the diversion pernrnit. The proposed collection pipeline Mould connect the i two replacement wells, South Cook Park Welt and Well 5A,plus a third existing well,Tirador Weil; to form a groundwatercollection system in the vicinity of San Juan Creek and south.of Calle Arroyo(Figure , 1),The collection system would supply water from the San Juan GroundwaterBasirn(basin)to the Cityof San Juan Capistrazno's Groundwater Recovery Plant (GW", located at 32470 Paseo Adelanto) for a treatment before being'introduced into the public water supply system.The treatmeint 6o nsists of removing; iron, manganese and total dissolved solids (TDS) from the groundwater. The current capacity of the GWRP is 5.1 mgd (5,712 afy)which is within the limits allocated by the diversion permit of 8,0.26 afy. The addition of the proposed South Cook Park Well and Well 5A along with the current operating wells J, will not exceed the allotted amount of water to be extracted under the diversion permit, 3 The GWR.I'is currettrtly fed by six(6)wells in the basin.,Lance Hall,Tirador,CVWD No, 1,CVWD No. 2, SJBA No.2,and SJBA No. 4, phase I of the GWRP required 8 wells to feed the GWRP. The South Cook Park Well and Well 5A will complete the well requirements under the Phase I for the GWRP,and will allow for of rective Finanageraernt of the basin water, The purpose of the two replacement Eastern Wells (South Coop Park Well and Well 5A)is to provide system reliability and ultimately improve the flexibility of potable water production from these existing group of wells. Construction would occur during;a five month tithe-frame,anticipated to be February through Jww,2010, Project components are described in greater detail below,and depicted in Figure 2. 4 South Cook Park.Well. The South Cook lark Well is a replaceixienwt well for CVWD Well No. 3 and would be located witKirr Russell Cook.Park,The well would be located approximately 430-feet east of the intersect ion of Calle Arroyo and Rancho Viejo Road and approximately 50-feet north of San Juan Creek. The well would be constructed within.a concrete block,stucco building.which would be approximately 22 feet in length and 16 feet in width.The building would also house the majority of the rotated mechanical and electrical equipment. WA: Well 5A is a replacement for CVWD Well No.5,a well that is currently at the same location, which is approximately 290 feet southeast of the intersection of lvlomirngstar Lane, Via Parra, and Calle Arroyo and approximately 170 feet north of Saa Juan Creek..This site would be secured within a concrete masonry unit (CMU) (e.g, stump stone) waited building and substantially screened fr'om view of the general public by existing anter proposed landscaping. As required by the California Department of Public Health(CDPH(), well facilities roust be located at a higher elevations than tine I00Wyear floodplain. This preveints flood water fror n infiltrating the underground basin directly and potentially contamitiatin.g the ground water supply.The finished grade for the South Cook Park:Well facility foundation would be raised approximately five feet to match the existing berinn that borders.San Juan Creek. The beim is two feet higher than the floodplain, and(tris elevation complies with tine CDPH requirenxents, �r VJEJO Sufpdvr`, Rr^ervnir 1 Ir,jnA 74 r,tl,� LAI GU�8z� s OCACH O ca ii ; t �' 'l f` f'ra� c1 Lac #iora 110 I DANA RC1i1T fig/ 1 N. i L4� SAWN Cl-8—EM8NTS PaciYs ocean f I Mile _ Area Of Deta f SOUKS:Tbomas Bras.:ESA,2003 Eastern Wells and Pipeline MND.203591 Figure I Regional location _. � ,� 18-inch Well Collection Pipelirr€� ,� f ` { ti � e w """ Pipeline to he Qeslgned and Built kh -k7�f @rit'dr}3.S t�eYG'tr3�711'1Ltlt c mK; 99y a s 'I .'- �4 }at _ Cyd �r " Interstate 5 C tae�cay Crossing za t `I ` 4�1et)SA ; .w,..�. Alte€native A v �Ij a - ? 7 a t > _ a . •••• •Existing 1 -if ch Potable bltater}ineLr [;. �a _ h ' + 1, } ��11 XISlJY3t�1/trBtCf W�1 �r `�"-�" f - L..,' fi t wSJ- � � sH a ,f"d�-�" V PropIIsed't $tEf ett { v `,,Y ; J 4 -..h S rr��. rr �F.i,.`�..� >�� ,'F"'111.1.1 c o - hjr h: M �`4 3 74 =i s , z r p z, a h -G r�.?1 SX}�.,^. 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L'�;3a,v,s.'YrF..- M"�H�v n.1 r."t3 _ ", - a ,.1, rt .,tom W �i�S ,.-r{�fz�' ,y �sPy„ F a yl r �r :< h � f.`� . $, fS yr-,f 4 { - F T err---.)�'st te l^ -+ 4 5 - , ;� t A to .ea> �` ',. �rlr w t� ,r �.;P m -.k z a m i k l--�� "Ll 4r s gg `7 ¢� s t t y 4r 'L 6 '� �.� s f _ z r }` -eJ s .. ,.F. . ,I't F 27 n S 3 I- -:tts F z ate`' .-< r1Y(3-+�h�y- `' ' ' a. �,ti'k s _r'" a ? gk''S Mt X �VfG '1"Y- -S f R X 2 1 . C5 d ^ a ,". h r ae. ILLLLL r a i - .,..w,. . z g t eet _ , _ SOUFCE:GtobeXplorer;AKW,Consulting Engineers;E..$A.2©(t9 __.. _ r.- Eastern Wells and€ipsftne filltL 20 r59t . Figure 2 Proposed Project Initial Stud Enviro m n ental Checklist -5- City of San Juan Capistrano, Caii�if ornia P Pi�zie. 'rho pipeline material was chosen to be 0905 Poly Vinyl Chloride(PVC)pipe,due to the corrosive nature of the soil in the Sara Juan Capistrano area.PVC does.not react with the soil,whereas<i t'errous material (i.e., one containing iron) would. The sixteen (16) inch diameter pipeline would extend for approximately i 8,670 linear feet, The project would also include an alternative alignment that would bypass the existztag Tirador Well and connect to an existing 12-inch potable water pipeline that rues parallel to 1-5 freeway.The alternative alignment would be approximately 930 linear feet(see Figure 2), � The proposed pipeline would commence at the GWRP maintenance yard underground (Pipeline Segment 2C1). The pipeline would then continue underground in a steel easing beneath the Southern California Region Rail Authority(Metrolink).railroad right-of-way(Pipeline Segment 20),Segment 2C3 azul 2C4 of the proposed pipeline spans the area between the railroad right-of-way and Camino Capistrano,The majority of the pipeline would be located in a bike trail adjacent to San Juan Creek. Segment C5 of the pipeline extends from the east side of Camino Capistrano to the west side of the California 4 Departnaent of Transportation(Caltr.ms)right-of-way,The Caltrans right-of-way marks the Interstate 5 freeway ;t (I-5)under crossing. This portion of the pipeline would also be located in the bike path adjacent to the Sate x� Juan Creek.The bike path material transitions between concrete and asphalt construction periodically during this section of the proposed aliannaent.Segment C6 of the,pipeline begins on the west side of the 1-5 freeway where it will extend to an existing 12-inch water line that mans adjacent to the 1-5 freeway, This existing potable water line will be converted to raw water use by the City and will also be used to connect Segment C9 of the proposed pipeline Haat ties north of Segment C6,Segment C9 of the proposed pipeline spans west alozag Calle Arroyo where it intersects the existing water line and travels east to the parking lot entrance located on the west side of Calle Arroyo Cottages:The parking lot entrance ties between the Calle Arroyo Cottiges and an equestrian.center,The pipeline would bi-,constructed within Calle Arroyo. f Segment C 10 of the pipeline would be located within the entrance driveway and parking lot of Calle A=yo i Cottages and theta would transverse through the City owned property of the Ortega Equestrian Center, This segment would end;with a connection to South Cook Park Well,located in Fussell Cook Park.The City would retain an easemotat£Toon Calle Arroyo Cottages forthis particularportiorr of the alignment.Segment CI I would underground along a bike pada within Russell Cook Park.'"floe pipeline would span the tengtla of the park frorxn South Cook Park Well to La Novia Stmt, � The majority of construction would be in the asphalt path of the park, however; a small sograent at the end would be within the outfield of the park's baseball diamond.Segment C12 of the pipeline horizontally crosses La Novia Avenue. Segment C 13 completes the connection of the three wells.The pipeline would be constructed within a paved ,Fy bike path adjacent to Sari Juan Creek for the remaining length of the alignment.Segment C13 terminates the well collection pipeline at the Well 5A facility. The 1-5 crossing is independent of the 16-inch PVC well collection pipeline,This portion oftheproject would replacetwo existing water pipelitacs that have been installed underneath I-5,approximately2.000-feet south Of Ortega Highway.Tho-first of these existing pipelines is an 8.634neh(6.96 inch inside diameter)High-density polyethylene(HDPE)we[] collection lime that currently transports water from the Tirador Well to the City's GWRP.The second pipeline is aro 18Miach(14.73 inch inside diameter)HDPE potable water supply line which supplies water-from the CWRP to the City's 350 pres€zre zonae,Several replacement options were consideredNo by the City. The City concluded that abandonment of both of the existing.I 8-inch and 8.63-iarcla pipelines and the installation of a new, Caltrans approved,crossing in the same tocatiora was the most effective option.The new crossing would require a 30-inch steol casing to house a 16-inch ductile iron pipeline, i Well Pump and C:onstrutfig t Methods: South Coop Park Well and Well 5A,are similar in Production and 3` 1 ;r A ,i Initial Stud iEnvironrnental Checkiist -6- City of San Juan Capistrano, California size,as well as mechanical and electrical components;however,they have different site requirements that are specific to each well.Pumps are chosen based on the flow(in gallons per minute,gpm)and total dynamic Dead (TDI-1).During the drilling;phase,both yells are rewired to be pumped for a 48-hour development period and i samples of the soil will be taken at 4-foot increments. Data from both of these operations will be used to � determine the actual performance of both wells and the final design will be altered to accommodate these j results. For the purpose of this prehrainaty design report,the flow and TDH requirements for both wells are j 700 gpm and 110 feet respectively.Additionally,each well facility would be equipped with a Programmable � Logic Contr�ollcr(ITC),5 port Ethernet Switch, iNET 900 Ethernet Radio and YA€"xI Directional Antenna: ! Status signals and alarms at each well facility would be seat from the PLC to the iNCT 900 Ethernet Radio via [lie Ethernet Switch.This equipment allows for remote operation and monitoring ofeach well site by the City. Various well drilling methods have been developed in the industry,responsive:to differing geologic conditions. For the purpose of these two wells, a combination method, the direct auger drill through casing;method, is proposed,This combiaed method uses direct rotary auger drilling ahead of a temporary casing that is pushed into thebore hole in four-foot long;segments.Once the bore hole and temporary casing is advanced to the full fs well depth, a well screen and gravel pack is placed inside the temporary casing and the temporary casing is then removed.As the upper(50-foot to 60-foot)portion of the temporary casing;is removed,the sanitary seal is placed. } kliue Construction Method: Two different construction methods will be used for the pipeline.©pen cut construction will be used for the majority of the well collection pipeline,excluding Segment 2C2.The jack and auger boring method will be used in the recommended alternative for the 1-5 crossing;as required by Caltrans. a Open cert construction is the most common method of pipeline construction. It involves excavating a trench, preparing the pipeline foundation(bedding),placing the pipe in the developed trench,backfilling the trench, and restoring surface improvements. f The jack and auger bor•itrg tectiniqueconsists of placing the boring machine in a jacking pit on grade wide the; I bora profile so that it exits into a receiving pit. The boring machine drives a dry rotating; auger normally t through a jacked steel casing. The casing; is jacked in ahead of the auger. The jack and bore method is applicable;when treachtess applioitions are regttired for selected crossings,as is the case with the I-5 crossing; 3 where Caltrans rewires a jack&bore pipeline installation. A casing;will be jackedin and the carrier pipe l inserted into the casing. General.Construction Requirements: The presjeot construction program will comply with all government °y regulations, including;,but not limited to those of the state,the South Coast Air Quality Management District (SCAQMD),and City of Sari Juan Capistrano.Activitios shall be regulated as follows(these requirements shall be specified in the construction plans submitted to the City Department of Public Works): t i 4 The use and disposal of any hazardous materials used during construction andmaintenanceshall - - follow all government kind manufacturers specifications. g a UsE of all products and machinory during construction shall comply with labeling;and standards of use. • Plans shall be submitted detailing how siltation or airborne dust(SCAQMD Rule403)will be reduced during;the grading and construction phase. City and Caltrans emergency access pians,where applicable, shall be complied with. lb Project construction traffic and parking plans for construction-phase traffic and parking disruptions will be preparW by the applicant or contractor and approved by Caltr-ans and the City.These planes will include temporary traffic Qontrol Feeatures that would be employed during construction. The project contractor shall prepare a Storm Water Pollution. Prevention flan (SWPPP) for City appro-oal, in order to comply with the National Pollution Discharge Elimivation System(NPI)ES). m The project contractor shall prepare a detour plan for the bike/walking path for City approval, Initial Stud lEnvironrnental Checklist -7- City of San Juan Capistrano, California i 9. SURROUNDING LAND USE(S) & P'ROJECT SETTING:The project site is located in the City of San Juan Capistrano(refer to Figure 1).The wells would be located within suburban areas characterized E by residential development,parr areas,and bikeways. T17e pipeline would extend through similar areas, � t1 rough the maintenance yard adjacent to the GWl'RP,as well as extending within a bike path that foil-ns an � underpass under the following transportation routes: I-5,Camino Capistrano,and the Metrolink Railroad. j 10. OTRER REQUIRED AGENCY APPROVALS: California Regional Water Quality Qontrol Board: Section 0 i Water Quality certification I 11. PREVIOUS ENVIRONMENTAL DOCUlVIRN'I't1xION, � Prograin E1R,Non-Domestic/Recycled Nater Master Plan(NDWMP,City of San Tuan Capistrp.no, 2006). Preliminary Design Report-City of San Juan Capistrano Easto€-€rt Wells and Pipeline Repott, City of Sari Juan Capistrano,2009, Mitigated Negative Declaration,Supplement to the 1995 Expanded Mitigation Negative Declaration for the San Juan Basin Groundwater Maztagernent and Facility Plan,Capistrano Valley Water District; Desalter Project(RO/DBOF)Project,2001. i • Sar Juan Basin Groundwater Management and Facility Plan, NBS Lowry, 1994. } Water Master Plan Update, Sail Juan Capistrano Domestic Water Masten flan, AIM Consulting Engineers,2004. ,F 12. CONSULTATION: A. City of San Juan Capistrano William A. Ramsey,AICD,Principal Planner Eric Bauman, Utilities Engineer i. Toe Mankawich, Associate Engineer i B. Doou€r€ents&.resources: , City of San Juan Capistrano,General Plan, City of San.Juan Capistrano,Title 9, Land Use Code. City of Sari.Tuan Capistrano, Environmental R.ovicw Guidelines. <''s Federal Emergency Management Agency,Flood Insurance Rate Mals. U.&G.S.Topographic Quadrangle,San Juan Capistrano. City of Sant Joan Capistrano, Street Tree Master Flan. City of San Tuan Capistrano,A€�,hitectural Design Guidelines, -t 13. ,SUMMARY OF ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED. The environmental factors checked below would be potentially affected by this project,involving at leas(one impact that is a "Potentially Significant Impact"as indicated by the checklist on the following page,$: s El Aesthetics Agricultural Resources Air Quality Biological Resources C] Cultural Resources Geology&Soils Q Hazards&Hazardous Mats. Hydrology&Water Quality Land Use&.Planning �. Mineral Resources Noise Population&housing ❑ Public Services El Recreation FJ Transportation&Traffrc Utilities&Service Systems 0 Mandatory Findings of Significance 14. DETERMINATION, (To be completed by lead agency) Based on this initit€l evaluation: 1 End that the proposed project COULD NOT have a Significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. Initial Stud /Environmental Checklist -8- City of San.Juan Capistrano, California I tinct that although the proposed project could have a significant dfcct oil Clic;enviro€nient,there will not be a significant effect in this ease because revisions in the project have been made by or agreed to by the project proponent, A v ITtGATI"D NEGATIVE DECLARATION Will b prepared, I find thait the proposed project MAY have a significant effect oil the environnrent, and an ENVIRONM:FNTA.L.IMPACT REPORT is required, I fired that the proposed project MAY havefl"potentivlly significant impact"or"potentially significaant unless mitigated"impact can the environment,but at least one effect 1)has been aadequately ianaalyzcd in aaar earlier document ptirsuant to applicable;legal standards,acrd 2)has been addressed by mitigation measures based on the earlier analysis as described oil attached sheets. An ENVIRONMENTAL IMPAC"I'R ETOR°T'is required, but it must analyze only the effects that remain to beaddressed. I find that although the proposed project could have a significant effect can the environment. because all potentially significant effects(a)have been analyzed adequately inan n earlier EIR or NEGATIVE Dl.-'CLARATION pursuant to applicable standards,and((Y)have been avoided or mitigated pursttant to that earlic;r CIR or NEGATIVE DECLARATION,including revisions or mitigation measures that are imposed upon the proposed project, nothing Iurther is required. IS. ENVIRONMENTAL ADiMINISTRF1:rOR .11ETERWNATION (Section 9-2.201 of S.TC Municipal Cock:): The initial study for this project has been reviewed and the environ€nenU l determination is hereby approved; _ �f alliaara Ramsey, AICD, Principal Plat€r r 1 --- Environmental Administrator 16. ENVIRONMENTAL CHECKLIST This section analyzes the potentia environmental impacts which may result. from the proposed project. For the:evaluation of'potential impacts, tilt;cluestiorrs in the;Initial Study Checklist(Section 2)are stated and answcm are provided according to the analysis undertaken as pant of the Initial Study. The aanalysis. considers the project's short-term impacts(construction-related),and its Operational or clay-to-day impacts. For each question, the fbltnwing should be:provided: I I) A brief explanation is required for all answers except "No Impact" m1swers that are adequately x supportcd by the informaation sourcm as lea agency eitus in the parentheses following each clu scion. A "No Impact" answer is adequately supported if the referenced information sources show that the ' impact simply.does not apply to projects like the one involved(e,g„the project falls outside a vault I' rupture zone).A"Neo Impact"answer should be;explained where it is based on project specific f'aactcii;s as swell as general standards(e.g„the project will not expose sensitive recq)tors to pollutants,based oil a project-specific screening analysis), 2) All aaarswers must take account of the whole action involved, including off-site as well as cars-site, cuMuta OVO as well a:;projc;ct-level, indirect as well las direct,and construction as well as operit:onal impacts. 3) Once the City has determined that"a particular physical impact.may occur,their the Checklist answers must indicate wlacther the impact is potentially significant,less than significant with mitigation,or less Initial Stud /Environmental Checklist .g_ City of San Jinn Capistrano, California i than significau."Potentially Significant Irrtpace,is appropriate if there is substantial evidence that an i effect may 13e significant. If there are one or more"Potentially Significant Impact" entries wren the determination is made,an EIR is required, 3 i 4) "Negativir Declaration; Less Than Significant With Mitigation Incorporated" applies where thio � incorporation of mitigation measures has reduced an effect from"Potentially Significant Impact"to a "Less Than Significant.Impact,"The lead agency must describe the mitigation measures,and briefly � explain how they reduce the effect to a less than significant level.(t itigation measures from"Earlier Analyses," as described in(S)below, tray be cross-referenced). 5) Earlier analyses may be used where,pursuant to the tiering,program EIR,or other CEQA process,an effect has been adegtuately analyzed in,an:earlier EIR or negative declaration,Section 15063(c)(3)(D). In this case,a.brief discussion should identify the foilowing: a) Earlier Analysis Used, Idezatify and state where they are available for review. b) Impacts Adequately Addressed, Identify wltiaheffects from the above checklist were within the so c of and adequately analyzed in an earlier document pursuant to applicable legal standards 1 and state whether such effects were addressees by mitigation measures based on the earlier analysis, c) Mitigation Measures, For effects that are "Less than Significant with Mitigation Measures Incorporated," describe the mitigation monsures which were incorporated or refincd from the earlier doct.iment and the extent to which they address site-specific conditions for the project. b) Incorporate into the checklist references to information sources for potential impacts (e,g., general plans, 7ooing ordinances). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pales where:the statement is substantiated. 7) Include a source list and list of individuals contacted or consulted. k &) This form is consistont with the California Environmentitl Quality Act (CE-QA) Guidelines and all Initial Studies performed on projects within the:city must use this format. 9)The explanation of each issue should identify,a)the significance criteria or threshold, if any, used to evaluate each question;and b)the mitigation ineasure identified, if any,to reduce the impact to less than significance, j. �z 1'k 16,1 AESTHETICS. Would theproject: a. Have a substantial adverse effect on a scenic visor`? © ❑ ❑ Z i la. Subtitantially damage scenic re�zflrrrces, including, but not limited to trees, rock outcroppings, and historic building along aState-desigratsd scenic ❑ ❑ highway? c. Substantially degrade the existing visual character or quality of the site and ❑ ❑ its surrounditr s? x. -1 lnitiai Stud /Environmental Checklist -10- City of San Juan Capistrano,California a ;; C ' x � d. Create a new;source ofyubstantial light or Mare which would adversely affect ED 0da car sal htdine views in the area? El 0 a er) 1-hive.asuhstcatrtiul adverse gffect on a scenic vista?No Intpact � The pr pject site is located within the vicinity of 1-5 and.SR-74.The;City's General plan Community Design Element designates 1-5, and all arterial streets including State Route-74 (Ortega Highway) as a "scenic corridor" (Saga Juan Capistrano, 1999). Also, the City establishes specific design guidelines for "public , facilities"to assure they are designed consistent with the Community Design Elenient's goals and.objectives. VieEwslieds from these:major roadways and from public parks orad capers spaces must be considered as part of Che public facility design process. . <j i The project area includes suburban development,neighborhood parks,open space,and some common:ial and ' industrial(west of I-5)developmcnt.The proposed pipeline would be located underground,with only the well components extending above ground and so,the well buildings represent the only physicat feature that could affect aesthetic resources. South.Cooks Well would be located within a park and in full view of the public; � therefore special consideration has been oracle to mare the site aesthetically pleasing. The-well would be constructed within a stucco covered concrete block building,which will be approximately 22-feet in lend h and 16-feet in width.The building would be equipped with a red tile roof to match the surrounding architecture, s The buildingwould also house the majority of the mechanical and electrical coniponQnts ofthe well.This will not only keep them out of view but would also protect the facility from vandalism. Well 5A. would be :f constructed ora the.existftig CV WD Well No.S site_This site is secured within a chain link fence and out of the view of the general public,Well 5A.would include a concrete masonry unit(CMU)wall(e.g.slump stone and a corrugated roof building to protect it and obscure it frons views, Given that the project components will be out of view of the:general public,except for the South Conks Well building, which will be designed to be visually compatible with area buildings, no irrrpact to scenic vistas =' would occur, The following"project design futures"are necessary: PDF-1, As part of the approval of construction plans and specifications,the cotastr ction plans will include the proposed well building design which will be subject tea formal review by the Cornmunity Development F Department or designee for consistency with the City's Architectural Design Guidelines, who may 3 refer the design to the Designs Review Committee(DRC) for determination. , PDF-2: As part of the approval of construction plans and specifications,the proposed.site design will include a landscape design with provisions for using a California native plant palette which will be subject to formal review lav the Community Development Department or designee for consistency with the City's Ambitectural Design Guidelines,who may refer the design to the Design Review Committee(DISC) For determination, fa) Substantkdr yetama eseenicracs7ovrve,t, inchiding, but not Ihnfled to,trevs,rockotacrO1212ings,rajldhi.storic buildin,v aiong a strale Scenic highway?No 1"quact. i See response 16.1 a)above.The proposal project would not be visible from a state scenic highway,therefore, no anpact wood occur, c� ul�stntztlully cr'L n cycle tlrc exzstirrg air",sttai clararucter e rgtc€rli .n�67esite and!Ar surroundings?Alo Impact, i lnitlal Stud /Environmental Checklist -11- City of San Juan Capistrano, California I As described in section. 1,1 (€t),the project pipeline components would be underground.The welts 1-mve also been either located out of public view(Well 5A),or designed to be visually compatible with buildings in the � surrounding area(S6uth Cooks Well),South.Cooks Well,which is within a park,has been specially designed to be aesthetically pleasing,The woll would be constructed within a stucco coveted,wnerete block building, which will be approximately 22-feet in length and IC-feet in width.The building would be cquippex with a red file roof to match the surrounding architecture.No degradation of the visual character or quality of the site gild its surroundings would occur with implementatioty-of the project, i el) Create a new source of:substan ial light m-glare.whichwould adversely affect clay or nighttin?e vaew,s in. t dw,caeca?No Impact. l The proposed Project pipelute wo,,€ld be completely underground;and the well faoilities do not propose outdoor lighting, Security lighting will be required to be;designed consistent with the City's Title 9,Land Use Code, exterior lighting standards and all fixtures will require glare shields and cutoffs. No impact would occur. 3 tl ;a t 5 16,2 AGRICULTURAL RESOURCES, Would the prqject, a. Convert Prime Farmland, Unique Farmland, Fannland of Statewide Importance as depicted on traps prepared pursuant to the Far€nl8nd Mapping 1 0 and Monitoring Pro rain of the CA.Resources Agency? b. Conflict with r existing zoning for agricultural use or a Williamson Act C.`�i'ItraOt� a c, Involve other changer in the existing environment which, due to their Iocation or nature,could result in conversion ofl;arrnland,to loon-agricuttural ❑ � � � 1 use? ' ;f ,i J ca) Convert Prime Farmland, Unique Farmland, or Farmland pfStamwlde Importance (Farmland), as shown on the maps)rrelrcarul Pursuant to the Farmland M47ping and Monitoring- Frogrom of the Calffornica Resources rfgewcy, to nor-ugricuitura.1 use?No Impact The proposed wells would not be located.on Prime.,Unique or Farmland of Statewide Importance.The South Cooks Well would be located within the Russell Cook Park, Well 5A is a replacement well that would be x located on the existing;CVWD Well No. 5 (Weil 5)facility,Thereffi e,impacts to Prime>"arrnland, Unique e Farmland, or Farmland of Statewide;Importance would not oQuur,'Me proposed pipeline would be installed within existing facility maintetzanceyards,Caltrans road right-of-way(two pipelittesegtnents:the 1-5 crossing? -" and segment C-6), and parking lot areas, underneath a bike path and underneath previously disturbed open spaoe and rect°eat€oral parr land, No conversion of farmland is rerluir l< b) Coflict with existing zoning _for agricultural use, or a Williamson pct contract? No Impact: The pr oposed pipeline and wells are not located on land designated for agricultural use or under William Act contraf-t (see section 2:1 (a) above). Thetefom, the proposed project would not coafiict with any existing; agricultural zoning ora Williamson Act contract,and would not convert any fxrr eland to non-agricultural use. I c) Involve other changes in the eri.slr`rrg environment which, acre to their location ornature,e, could result irr conversion gl'Frarrnlcand, io man-agricahural apse?Allo Inspect fis Initial Stud Environmental Checklist -12- O!y of San Juan Ca Istrano, California i j The proposed project would belocated within the existing well facilities,roadways,iii hway right-of way and recreational areas. Therefore, the proposed project would not result in conversion of forinland to neon. l agricultural uses, i s � v , I6.3 AIRQUALITY- Would the ro'oct: a. Conflict with or crbr;tract implementation of the applicable air duality Plan? ❑ ❑ Z ❑ b. Violate an air quality standard or contribute to an existing or projected air © � ❑ quality viola€iou? e. Result in a cumulatively considerable net increase ofanycriteria pollutant for 4 which the project region is non-attainment under die applicable federal or ( l 9 El ❑ state ambient air quality standard (including, relcasi€ig emissions which exceed quantitative thresholds for ozoneprecursors)? l:l d. Expose sensitive reel stors to substantial pollutant cozcentrations7 �] e. Create ol 'ectioziable oalc�rs affect-Any a substantial number of en lo? L3 ❑ [� { a) Cagflict with or obstruct implementation of the ral7plicuhle ai-quality plan?le, Sigt impact. Air duality is regulated by several agencies, including the United States Environmental Protection Agency r (USFPA),the Californin Aar Resources Board(CARR),and the South Coast Air Quality Management District (SCAQMD). At the federat level,the USFPA is responsible for implementation of the Federal Cleats Air Act (OAA)and establishing the National Ambient Air Quality Standards(NAAQS).The California Air Resource s Board(CA.RB)promulgates ambient standards for California,or the California Ambient Air-Quality Standards (CA.A.QS). The proposed project is located within the jurisdiction of the SCAQMD, the regional agency empowered to regulate air pollutant emissions frog stationary,mobile,and area sources,for all or portions of Los Angeles,Orange;Riverside and San Bernardino Counties.SCA.QMD,in conjunction witn in conjunction � with the Southern. Calilbrnia Association of Governments (SLAG), has developed strategies for reducing emissions in the Air Quality Management Plan (AQMP). The Ficial 2007 AQMP was adopted on June 1, 6 2007,and provides emission reduction strategies for the District aad local air agencies to consider. � The projects air quality impacts were analyzed based on the comparison of construction and operational emissions to regional significance thresholds and draft greenhouse gas thresholds.In slum n6ry,the proposed project would not result its pan excecdance of ambient air quality standards or thresholds for other criteria -y pollutants, Thus, the project would not conflict with or obstruct implementation of the AQMP. further,the i Project would not result in are increase in the frequency orseverity of existing air duality violations and would 1 not cause orcontribute ontr€bate to new air quality violations.The proposed project is consistent will i the Orange County c General flan and the City of San Juan Capistrano General Plaza and the AQMP, in that it is part of the utility plans to support area development and would not include hind use.changes that would conflict with long-t nage air quality projections.The project would not conflict with or obstruct implementation of the AQMP, b) Violate adv air quality standard or contribute ,vabstaMially to an ewi.stinrg or prajecf.ed air duality violation?Lew than Significant nt with Rfidgstdon Incorporated. i Construction ernissiotis,discussed its greater detail below,would be the most substantial source of air quality emissions from the proposed project, Operational activity for the proposed project would be passive and include the conveyance of groundwater tiu-ouf h uziderground pipes, and the pumping of water from wells_ ft 1 ir7 [nitial Stud /Environmental Checklist -13- City of San Juan Capistrano, California Potential,long-term emission sources include ernissio€zs associated with maintenance/repair trips,which would be €aini€xral. The City anticipates that from an operational perspective, the well sites would generate a t rnaxirnwn of one to two €naintenartct; visits per rnotith (ave€ag6 of 0.2 ADT per weekday), Thcmfore, the number of workers mquired for maintenance and operational activities would not result in a sigmifieant increase in traffic in the project area. Therefore, the effect of project-related traffic on local carton monoxide � concentrations along roadways and at intersections would also be negligible. 'i Construction Emissions Construction due to the weH and pipeline installation would generate emissions from excavation and sail � fill/co€ipaction activities, sail Mauling, and worker commuter trips. One building would be constructe=d, providing housing for the control p(€€gels artd water pump equipmetzt.Fs'tilnates of rnsiss daily eirtissiorls dudng pipeline installation were compiled using URI3FMIS 2007,which is art e missions estimatianl evaluation i�aodel developed by the CARI3, based in part on SCAQMD CE-QA. Air Quality Handbook guidelines and methodologies,The URBEMIS 2007(Versio€19.2.0 output sheets art provided in Appendix A.Calculations '£ assume that construction of pr0jmt,including pipeline and well component,would require approximately five ri months to perfbrrrt and conservatively assumes that the entity pipeline is part of the project(including the portion currently under design and proposed for construction by the;Venia€m Development), Calculated unmitigated daily emissions from project construction are prese€zted is Tattle 1.As shown,project emissions would not exceed SCAQMD significance thresholds,and therefore;project impacts would be I= than significant. Even so, implementation of€i"itigation ineasure AQ-1 for on-road vehicles and off-road equipment will further reduce curau ladve construction emissions itl the South.Coast Air Basin and benefit regiozial air quality: i TABLE I UNMITIGATED REGIONA.l_,CONSTRUCTION EMISSION'S Estimated Emissions(Lbs/4a _.— Year/Phase ROC NO, co MID PMz.s 2009 Mass Grading 3.07 32.50 15.49 14.23 4,11 Trenching 122 18.96 9.45 0,94 2010 PaNing LOIS 12.17 8.88 1.05 0,95 Maximum Regional- Daily 5.88 51.47 25.85 15.17 4.97 Emissions ;4 Regional Signitica€rcc Thmshold 75 1Q0 559 154 SS l Sig€rificaii€ t€irpact? No No No No No ;€ 5' SOURCE;Diviro€montai Science Ass(wi k2009, Greenbouse Gases and Global Warming The Global Wanring Solutions Act of 2006, otherwise referred to as Assembly Bill 32 (AB 32), requires GARB to establish a statewide Care, house Gases(GI-IG)e€nissio€t cap foo'2020 base([on 1990 emission levels (representing an approximate 25 percent reduction in emissions),and to adopt mandatory reporting nrles for significant sources of GHGs. GHGs consist of CO2 and other less prevalent.gases(the six Kyoto Protocol gases), which are collectively measured in CO2 equivalents, or 002E. Initial Study/Environmental Checklist -14- OL of San,luau Ca istrano, Califorria l In addition to the emissions in Table 1 above,the proposed project would cont6bute to global climate change as a result of emissions of greenhouse gases, primarily 002, emitted by the small number of trucks and t cailhinoving equipment associated with construction activities and the limited maintenance of-Tons required for � the project (primarily wells) once the proposed project is built. As with others€Hall projects with primarily short-term impacts, the specific e€rrission.$ from the proposed project would not be expected to individually � have an impact on Global ClimateChange.Fut•thermore,the project's CIl-1G impact would be considered to be j exclusively cumulative in effect;as no local project is large enough to cause climate change,there etre€10 non- cumulative geerlllouse gas emission impacts from a climate change perspective,Thus, Elie proposed project analysis of Gl=1G emissions is to determine whether the proposed project impact is cumulatively considerable. '. Project construction greenhouse gas emissions would be approximlately 1,306 inetrie tolls ofCO2E/yr. When compared to the draft SCAQMD Staff CEQA greenhouse gas sig€tificrmce threshold of 6,500 metric tons,of 1 CO2E/yr,the maximum greenhouse gas emissions for the proposed project(2,158 metric tails ofCO2E/yr or 33 percent of Elie draft threshold)is far below the draft threshold, and is not anticipated to conflict with the it state's ability to meet the AB 32 GRG redaction goals,arid therefore less than significant. ' ABM 2 ESTIMATED EMISSIiONS OF GREENHOUSE OASES FROM CONSTRUCTION t; initial Study/Environmental Checklist Oty of San Jinn Capistrano California Section 181(a)(1)of the Clean Air Act classifies the Basin as an extreme iron-attainment area for ozone,and states that the Basin rust achieve the federal ozone standard by June, 2021 (South Coast Air Quality Management dart, 2007 Draft) (SCAQMP, 2007). The proposed project would not exceed thresholds for significant air duality impacts, based on the analysis in sections 3.1. (a) and (b) above. However, project corrstrrrction would require trenching activities that have the potential to contribute to cumulative airborne particles to the non-attainment air basin,Iniplementrttion of Mitigation Measure AQ-1 specifies which of tile, RWe 403 measures will be required for this particular project acrd would reduce impacts to a less-than- significant level, :c (1) Ft crse,sera•ritis>e sFece7,710r-7 icy ubstandalpollulant concentration.? Less than Signiffetaft rv;Pt4et' The area surrounding,the project contains suburban residential tracts,open space,parks,commercial business and schools. Although part of the project will traverse a park, the area affected is d passive-use area where public activity will be restricted during construction of that portion of the project.The nearest residences are � located within 50 feet froth the proposed pipeline and wells,and the closest school is approximately 140 feet { away(St Margaret's Episcopal School)•However,construction would not result in significant impacts based on SCAQMD thresholds (see sections 3.1 (a), (b) and (c) above), and eanstructirrrt would be of short-term. duration(five months total,and substantially less at any one location along tite alignment).Also,the project would involve very small areas of disturbance and limited construction equipment particularly f .or installation � of the pipeline,which is the component nearest the sensitive receptors.Based on these facts,impacts would be considered less than significant to sensitive receptors. s e} Ct°eatu=chjectignttl>te nclt�r s uffGctir?Y cr.sulirtc�r�ticcl nurrrber o {people?Less Mail Sig>tificelfit Irtlprrct } Short-Merin objectionable odors associated with the use of diesel-powered heavy equipment, and paving and s asphalting activities could occur in areas near construction sites.SCAQMD Pule 1 113 limits the amount of Volatile Organic CaMpaLInds (VOCs) fzom architectural coatings and solvents. As such, with mandatory compliance with SCAQMD Rules, no cortstruction activities or materials are proposed that would create objectionable odors that exceed applicable thresholds. Thus,clue to the:small project size and its short-term nature,odor impacts would be less than significant. Mitigation Measures AQ-i: During clearing, grading,earth inovinb,or excavation operations,excessive fugitive dust emissions shall be controlled by regular watering or Other dust preventive measures using the following procedures, as specified in the South Coast Air Quality Management Districts Rule 403: • All material excavated or graded will be sufficiently watered to prevent excessive amounts of dust. watering will occur at least twice daily with complete coverage,preferable:in the late morning and after work is done for the Clay. All material transported ori-site or off-site will be either sufficiently watered or securely covered to prevent excessive amounts of dust, • The area disturbed by cleaning„ grading, earth moving, or excavation operations will be minimized so as to prevent excessive amounts of dust. • These control techniques will be indicated ira Project specifications. Compliance with this measure will be subject to periodic site inspections by the City, AQ-2; As part of the SCAQMD Rule 403 Dust Control Platt,project grading plans shall show thedurationof construction. Ozone precursor emissions from construction equipment vehicles shall be controlled by rrraintainiag equipment Ongines ill good condition and in proper tune per manufacturer's specifications, and to the satisfaction of the City Engineer. Compliance with this rri sure will be subject to periodic inspections of construction equipment vehicles by tree City. J Initial Stud /Environrmental Checklist -16- City of Sart Juan Capistrano, California ° I 16.4 BIOLOGICAL RESOURCES. Would the roiect: a. Have a substantial adverse effect, either directly .or through habitat ; rrrodificadons,ora any species identified as a candidate,sensitive,or special states species in local or regional plans, policies, or regulations, or by the CalifoE!�arttxtent of Fish and Carne or tl-_USFWS`1 b. Hive a substantial adverse effect oil any riparian habitat or other sensitive natural community identified in local or regional plans,polioies,regulations or by the California Deptartttrent of Fish and Game(DFG)or U.S. Fish and Wildlife Service? o> Have a substantial adverse effect on federally protected wetlands as defined by Section 4G4 of'the Cleat Water Act(including,but not limited to,marsh vernal pool, coastal., etc) through direct removal, filling, hydrological 11 z intem€ tion,or other meanss? d. interfere substantially with the movement of any native resident or migratory fists or wildlife species or with established native resident or migratory ] n wildlife corridors,or ini ede the use of native wildlife nursery siteO e. Conflict with any local policies or ordt€rances protecting biological resourccs, such as tree pre,%ervation,policyiprdinance? f Conflict with tile' provisions of an adopted Habitat Conservation Ilan, i Natural Community Conservation flan,or outer approved local,regional,or ❑ ❑ l 0 state.habitat oons€rvatiou lan'? Biological Resoairces Analysis LSA biologists conducted a biological resource assessment on the proposed project site on March 17,2009.A visual inspection was conducted by walking the length of the project site(i.e,,the proposed pipeline alignment and the well sites,South Cooks Well and Well 5A)to assess on site and adjacent biological resources and their- potential for supporting special-status species.prior to the site visit,ESA reviewed existing information for the proposed project site, including the California Natural Diversity Database (CNDDB) (CDEG, 2009), the California Native Plant Society Electronic Inventory(CLAPS, 2009), and the U.S. fish and Wildlife Service ondangered species list(USFWS,2008). IDSA queried these sources for special-status species records in the t San Juan Capistrano Geological Survcy 7.5-tninute quadr angle neap.The potential for special-strolls species to occur on the project site is based on the proximity of the project to previously recorded occurrences in the CNDDB, on-site vegetation and habitat quality, topography, elevation, soils,surrounding land uses, habitat #. preferences, and geographic rtrttges of special-status plant and wildlife species known to occur in the region. a a) Have a Yubsantial adverse (�ffeet, pith, r7rectfy or tltrt)uglr Ir0bIta1 rnoilijiccrtlorrs, on utzr specles fdentffied as a candidate, .sensitive, or .special ,stouts species in local or regional grant, policiat, or regulations,ulations, or ley the Cal€fbr ria:Departnient ff b-lsh and Gameor the USP'WS? Le.Ss tflan Sigtiff icant with t fiti goon Incorponifed, The proposed project would be implemented entirelywithin previously disturbed areas(i.e_,within paved Eire-rs or previously disturbed park areas), Sart Juan Creek,a significant watercourse,is located immediately to the south of the Project and contains riparian vegetation that•,is suitable for hosting habitat for a variety of avian species, inciuding the least Bell's vireo,a fcdetally-and state listed eadangered species. Portions Of the pipeline alignment are closer to the creek than others and adjacent riparian vegetatiota within the creek varies in species composition,density and height, An approximate 7 foot tall earthen"levee"separates j;. E: Initial StudyLEnvironrnentaf Checklist -17- C!tV of Sari Jinn Capistrano, California the majority of the pipet inealignment and the two wet I sites from San Juan Creep corridor,A mixture ofnative j and non-native shrub species occurs on the northem slopes of the levee ombankment that face;the Project site. The proposed ,pipeline alignment would extend along a paved bike path that is void.of vegetation, South Cook's Well would be constructed within Russell Cook Dark, Vegetation at the South Cook's Well site consists of nolo-native turf grass(Kikuya[Penniseturas clandestinum]and Bermuda grass[CYnocfvrr,(fcrctylon}). Tall mature blue gum(Eucalyptusgiobides)occur near the South Cook's Well site and pipeline segtraents C_ i 11,C42 and C-13,and numerous ether mature ornamental trees exist near various portions ofthe Project site. Well SA is proposed atop asphalt and cement pavement and native coast live oak(Quercus agri oh a)trees, blue elderberry(Swnhwa us nigra ssp.Ccanadensf5�)and a mixture of non-native and native shrubs are adjacent. Dense clusters of willow(&&lc spa.)and giant reed(Ar noncan doncrx)are adjacent to pipeline seg€rents C-12 and C-13. F1.s shown on Figure 3,a variety of sensitive biological resources occurs within San Juana Creek, primarily, ! upstream and downstream of the project site.Recorded occurrences of species within the reaches of San.Tuan r� Creak near the project site include white rabbit-tobacco (Pseudognph allatm leucocepha'lung.), Coulter's saltbush(.Itriphw coultcri),least Bell's vireo,two-striped garter snake(Tlrurancphis hcuwnonlit),sot thwestern pond turtle (Actinemys marmortata pallida), airoyo chub Gila orouttia), tide-water goby (Eu.gye10 rc)bzu3 ircv€I rryi), and Southern Cottonwood Willow Riparian Forest, The proposed project site is fragmented by urban development from nearby recorded occurrences of'sensitive species located outside of the creek. ? s 'There rine rio sensitive plants (including white rabbit-tobacco and CoulteYr's saltbush) located within or immediately adjacent to the project site;nor are there on-site or adjacent habitats present that,are capable of supporting the special-status aiairn al species mentioned above.Fond turtles and two-striped garter snakes would not be expected to be present within the disturbed portions of the pr�rject site(e-g, bike path, cement and � asphalt areas)or withia Cook's.Park.Arroyo chub and tidewater gobi are fish,and as such they are confined to the perenriial waters of San Juan Creek.Southern Cottonwood Willow Riparian Forest is the typical breeding and foraging habitat of the least Bell's vireo.Southern Cottonwood Sal€clow Riparian Forest leas been recorded within the creek to the northeast of the proposed project site.In addition, ESA biologists also noted variants � clusters of cottonwood acid willow trees within various portions of the creek that are located to the south of the { proposed project site.The nearest recorded occurrences of Ieast Bell's vireo is greater than two miles upstream of the proposed Well 5A, where adjacent urbanization is i'ninimal to absent, Least Bell's vireo could forage within the portion of the creek adjacent to the project site, however, they would not be expected to breed within these areas due to adjacent suburban and urban land uses. No construction would occur within undisturbed open space areas (park areas are previously disturbed), riparian areas or sensitive habitats.Tfre entire area of construction activity would be located within previously disturbed areas. Installation of the pipeline, equipment access and staging would not result in the direct or indire-ot mortality of special-status specie& i i s { ° iso W 'Lw Legend jZarroyo chub r arroyo toad G � Southern Cottonwood Willow Riparian Forest Slochman`s dudieya th 77 Southern Sycamore Alder Riparian Woodland ��,Yuma myotic r ' F ,T. -- western ipadotoot coastal California gnatcatcher coastal cactus wren .` least f3ei!-s vireo s . monarch butterfly ,. thread-Leaved brodiaea yFy tidewater goby lwn-striped garter snake white rabbit-lQbacco 5 PROJECT Coulters saftbush LOCA77ON southwestern pond turtle r v w' L t _ tAitBS SQiJRGE:GNp05,Zt1i}009, Eastern Wells and Pipeline MND,208591 Figure 3 Special-Status Species Occurrences Within 2-Mile Radius of the Project Site Initial Stud l nvironmental Checklist -10- City of San Juan Capistrano, California Tree removal would not occur;however,indirect disturbance resulting,from construction activities could cause nest abandonment and death of young or loss of reproductive potential at active crests located rear the pipeline route and well sites.The federal Migratory Bird Treaty Act(16 USC, Section 703, Supp, 1, 1989)prohibits killing, possessitag, or trading migratory birds, except in accordance with regulations prescribed by the Secretary of the Interior. Migratory birds protected under this law include most native � birds, with the exception of a few curl word species, such as wrentit(G'i amaea fcrsciratcc),European starling (,Sumas wdg-oris), rack pigeon(Columba livia),house sparrow(Passer drrntesticus)and certain gage birds -{ (e.g.,turkeys and pheasants).This act encompasses whole birds,parts of birds,and bird hosts and eggs. Migratory birds are also protected by the state of California,un4or Section 3513 of the California Fish and Gauze Cade(CDFG Cade).The CDFG Code also protects all breeding birds under Section 3503,and raptors y (eagles,hawks,and awls)under Section 3503.5. A j Implementation of Mitigation Measure BIO-I during construction adjacent to habitat for nesting birds, i€ielo linag raptors and special-status avian species would reduce impacts to less than significant. n 0 h) Ham a subs•tantial adverse effect on any ripai fcm habitat orothe€•.sensitive narzeral eonvnunity idenitfied in local or regxion€xl plans•,policies,regulations or by the Calf for nra Npartmant gf'Fi h and Gattre(DF G) >> or US, Fish and Wildlife Ser€}ice? No Impact. Sensitive riparian habitat occurs within San Juan Creek; however, the proposed project would be located outside of the creek and is sepanated by a levee and adjacent land Eases(i.e.,open space;,equestrian trail,Cook's Park, etc.), Corrstmctioz= activities would not imult in the removal or disturbance of riparian habitat. All construction activities would be confined to paved areas (i.e., bike path, road rights-of-way) and park areas (e.g., South.Cook's Well,which is proposed within Cook's Park). The proposed project would not require a Section 404 permit ftrrrxr the US Army Corps of Engineers(US ACE) t or a strea€nbed alteration agreement with CDFG as the proposed pipeline project would not involve construction activities or,wetlands as defined by section 404 of the Clean dater Act, C) 1-lave r suh.stcrrrtierl(trll er se�ffee t,onfiide;ally protected wetlands as dgflned by&cdon 404 of the Clean 4 WaterAcl(including, lila not limited to,marsh,tier nllacao, con.stal etc)lhrr)ugV7 direct rerr oval,.fllling, hydr•nlnl ical iWerruplion, or other means? No Impact r See response 16.4 b)above. d) lrrter,fere ubstundally with the rr overttent ref any native resident or n igratoryffish or wlldlf fe.species or with established na-tlre resident or ntigratory vvildlafe cor ridom, ar- impde the use c?f natNe lvildlffie :) nursery s-itcs? No ,Impact. Wildlife corridors are pathways car habitat linkages that connect discrete areas of natural open spaceotherwise separated or fragmented by topography, changes in vegetation,.and other natural or buman-induced factors, such as urbanization. Adjacent land uses include residential and commercial development and busy roads, including I-5,therefore,the project site dyes not provido a corridor for wildlife movement to and from adjacent sites. Mot over, the proposed pipeline would be constructed primarily within an existing bike path, other paved areas,and other disturbed areas.Some animals accustomed to urbanization,such as opossum(Didelphis r virginirana),striped skunk(Mephitis mephiiia),and coyote,(Canis lalrun s),may travel through San Juan Creek, however, the proposed project would not impair wildlife movement within the creek's corridor. Moreover, those species have not been designated as either Federally or State-protected,nor etre they b�ijlg presently being evaluated for such purpose, Tlscrcibre,the proposed project would not result in impacts,on the;movement of wildlife species F YE lraifial Study/Environmental Checkiist -20- Git of Barr lri�n Ga lstrarta, Cafi€ornia " . eJ Cr�n�lar=°�a7it17 erny fr�cnf{7t�ficiesor ar°die�cz��cc'.s��°vteeti��x bit�fa�iccaf resr�zrr°crs, .stat{�a�lreG��rG,Sc�rn��tar�r� 1 polis lordinanc:e?gess than Significant with Mitigation Incorporated � The City's 1vluniGipal Code:(Section 9-2,349)establishes regulations for rt moval of trees within the City.The ordinance regulates the removal of tress over six-inches(b")in diameter measured three feet(3')feet above grade,It also establishes findings that the City must consider before acting on the permit,Tree removal permits; are required for new development projects,utility easennents,common.landscape areas,nonresidential projects, City facilities and right-of-way,individual residential lots,and heritage trees.The Muiricipal Code(Sections 94 � 3.557)prohibits the topping or severe trimming of trees.'Popping is cutting branches back to stubs or later-'11 l branches to reduce the size of tree,Implementation oftvlitigration Measure 1310-2 would reduce irxr acts to a level of less than sigpificarn.t. t) Cogflict with the provisions of€n crcfopted Habitat Conseil atir n Plan,Natural Community Conner-Vation { Plan, or other appi,oved local, regional, or state habilat conservation plan? No Impact. The proposed project is located within the Southern Subregion of the County ofOrange Natural Community Conservation Plan and Habitat Conservation Pian (NCCP/HCP), However, the proposed pipeline: project -$ would not impact coastal sage scrub habitat,San Juan Creek riparian habitat,nesting habitat for special-status raptors and other bird species, or other candidate,sensitive and special status species. The paoposed project � ;v would not conflict with the provisions of the NCCP/fICR i Mitigation Measures 13141-1: The federal Migratory Bird Treaty tact (16 USC, Section 703, Supp. 1, 1989) prohibits killing, possessing, or trading migratory birds, except in accordance with regulations prescribed by the Secretary of the Interior.Migratory birds protected under this laza include.most native birds,with the exception of a few old word species,such as wrentit(Chamaea firscirrtcz), European starling(Scar nus r ulr naris),rock pigeon(Calumba livia),house sparrow(Passer domesticas),and certaia game birds (e.g. turkeys and pheasants). This act encompasses whole birds and bird nests and eggs. Migratory rt. Ni is are also protected by the state of California,under Section 3513 of the California Nish and Cane ;g Cade(CDFG Code),The CDFG Code also protects all breeding birds under Section 3503,and raptors (eagles, hawks,and owls) under Section 3503.5, To avoid impacts to native nesting birds,including cactus wren,should construction activity begirt between January 1 and September 15,the City shall retrains a qualified biologist to conduct nest surveys in potential nesting habitat:within and adjacent to the project site prior to construction or site preparation activities. Specifically, within 30 clays prior of ground disturbance activities associated with coznsti action or grading,a qu ali feed biologist shall sunt+ y the:project site and areas within 50 feet of the project limits to deteimine if active nests of bird species protected by the Migratory Bird "Freaty flet (INABT.A) or the California Departnxmnt of Fish and Game(CDFG) Code are present in the construction zone or within a distance determined by CDFG or the qualified biologist,Because.€navy birds expected to use the project area for nesting during the late winter(such as Anna's hummingbird[Ccafypte arena] and Cooper's hawk[&cipi(vr cooperii)), [tic breeding bird survey shall be carried out in the event construotiot begins during either the typical a nestingfbreedirng season(mid March through September)and in January and Februaiy. If ground disturbance activities are delayed for more than 5 days,additiorraI pre-,onstruction bird tnest surveys will be:conducted such that nen rnore than five days will have elapsed between the last survey and the commencement oFground disturbance activities.Surveys shall include examination of trees, shrubs,and the ground within grassland for nesting birds,as several bird species known to occur in the area are shrub or ground nesters. S Initial Stud lEnvirorimental Checklist -21- City of San Juan Capistrano, California ffactivo,nests are found,clearing and construction activities within a buffer distartcedetern-lined j by CDFG, or the qualified biologist, shall be postponed or halted until the nest is vacated and juveniles have fledged, as determined by the biologist, and there is no evidence of a second attempt at nesting during;the sante year, Limits of construction to avoid an active nest shall be � established in the field with flagging, fencing, or other appropriate barriers; and construction personnel shall be iitstxuctcd on the requirement to not encroach into the buffer established for � nesting areas. The results of the survey,and any avoidance measures taken,shall be maintained to i docutttent compliance with applicable state and federal laves pertaining to the protwtion of native birds. B10-2: If the contractor determines that arty trees(with a diameter exceeding 6 inches at breast height)would l need to be icmoved,the foIlow ing shall occur; • prior to removal of any tree,the contractor shall secure issuance of a tree€0-inoval permit,except itz cases where a State-registerod Arborist has determined in writing that such tree(s)ate a hazard to utility litres or facilities_ An application for tree removal shall be filed with the Community Development Department and the City may require replacement planting. « A.heritage tree shall not be removed without prior Planning Commission review and appt'oval of 3 heritage free removal permit, A.tree shall be deemed a heritage tree and shall be protected from removal when such tree has a trunk diameter at breast height(dblt) of thirty-six (36) inches or greater,and is a specimen of the following species: Schinus nolle(California pepper),Quercus slap.(oak);Cedar slap.(cedar);Eucalyptus globulus(blue gum eucalyptus);,luglans spp.(walnut); Qlea europacta (olive); Platanus spp. (sycamore); Populus spp. (cottonwood); or as otherwise designated by the Planning Commission based on the tree's unique and intrinsic value to the community because of its sire, age,historic association or ecological value. • Any proposal for construction, utility installation, paving, street improvements, or any other > ground-disturbing activity within the drip lute or critical root zone of a heritage tree shall require administrative approval by the Planning Director pursuant to Section 9-2,303(a)(4) prior to issuance of petzr:its,to ensure that such work will not adve=ly impact the hcalth of the heritage tree, r if ly K %k r CC GG Ji S y,- 16.5 CUUrURA.l!;.,RESOURCES, Mould ther�a'ect: a. Cause a substantial advcNe change in the sigi€ifmance ofa historical re5ouroe % its defined in ° 15064.5 of CEQA b. Cause a substantial adverse,-bange in the significance of an archaeologioal resource pursuant to ' 15064.5 of CEQA? M El ❑ c, Directly or indirectly destroy a unique palcontological resource or site or unLque nolo vic feature? d. Disturb any human remains. inotuding those interred outside of Fonnal Ge meteries? Q ® Q 11 r Cultural Resources Analysis n A proiect-specific cultural resources literature and records search was.conducted at the California Historic Resources Information Systera(CjlklS)South Central Coastal Information Center(SCCIC)oit.Aptil 23,20K This records search included art examination of previous cultural resources survey coverage and reports,and Initial Stud IEnv,r©nmental Checklist -22- City of Sart Juarn Capistrano, California jI ?.i known cultural resources within a 0.25-mile radius of the project site. Other sources that were reviewed included the California Points of Historical Interest (PHI),the California Historical Landmarks(CHL), the California Register of Historic Places(California Register),the National Register of Historic Places(N€ational a Register), the California Stake Historic Resources Inventory(HILI),and historic soaps. A Sacred Lands Search for the project area was requested from the Native Anieiican Heritage Commission (NAHC) in May,2009,No response has yet been received, � A recoruiaissaace survey of the project area was conducted in April,2009,by ESA archaeologist.The entire project arca was systematically surveyed for any cultural resources that may have beer,visible on the ground surface. The project area was found to be mostly paved or disturbed by modern doveloprnerit. No cultural resources were recon ed during;the survey, a) Cause a substcar ded wiverse change in the sigiatficance ajar historical ravouree as deed in ' 15004,5 qf CE'QA? Less titan SignifIcant with Mitigation Incorporated, q The proposed project would have a significant effect if it would cause a substantial adverse change in the significance of a historical resource, which is either listed or eligible for listing on the National Register of Historic places(NR14P),the California Register of Historic Resources(CRHR),or a local register of historic l resources. To be eligible for listing; in the NRI-II', a resource must be significant in American history, architecture, archaeology,engineering, or culture, Similarly,to be eligible for the CRUR,a historical-period r property inust be considered a significant resource at the local,state,and/or federal levet.Unless the property possesses exceptional significance,it must beat least fifty years old to be eligible for NRNP listing, According;to the SCCIC records search,there are 10 historic properties within 0,25 miles of the Project Area s that are listed on the CRHI�, Nitre of these properties are also listed on the NRIiP. The 1,08 Rios Historic District,which is listed on the NRNP, is,also located in close proxirnityto thcproject area.However,,tone of these properties are within the Project Aioa and noito would be impacted by the proposed project, l Seven additional historic built resovnces are located within 0.25 ridges of the project area,One of the sites,30- 150083,is located within several hundred reef of the project area.Three others(30-176663,30-176664,and 30-176700)are located within the project area.All three resources within the project area are segments of the Atchison,Topeka,and Santa Fie Railroad(ATSF)line,originally constructed in 1882.The line is still in use ' and its tacks and associated components, as part of a working railroad, are modern. In addition., a railroad bridge constructed in 1917 lies just south of the proposed pipeline route,However,the proposed pipeline will be routed under the railroad tracks,and these resources should therefore not bo adversely impacted by pipeline cattstructic�rt. r3 All historic resources,including 30-176663,30-176664,and 30-176700(A rSI~railroad tracks),and the 1917 ATSF bridge should be avoid ed during prof ect construction.The implementation of Mitigation Measure CR-I would reduce impacts to historic resources to less than significant Y F i Initial StudylEnvironmental Checklist -23- City of Sart Juan Ca €stranp, California b) Cause a xubstantial delve;-se vfya ge in the signfficcartce of an archaeological re�saur•ce purxuant to 15064..E of CEQII7 Less than Significant f4th Mitigation Incorporated The proposed project would have a significant effect if it would cause a substantial adverse change in the significance of unique archaeological resource. } According to the SCCIC records search results,there are eight archaeological resources within 0.25 voiles of � the project area, One of these, site 30-120017,a prehistoric lithic and shell.scatter, is located immediately adjacent to the project area.However,the site could not be relocated during the April,2009 site visit.Another { fesource,site 30-120015, is recorded as being within 200 feet of the project area. The.proposed pipeline would be irstailed along the San Juana Creek flood plaid. According to the,San Juan l Capistrano General Plan(City of Satz Juan Capistrazo, 1999),the Saiz Juan Creek has been identified as ars � area of archaeological=isitivity.The abundant resources in the arca of the creels would have rnade it ideal for human settlement in both theprehistoric and historic periods,as the large numberof archaeological sites near "J the project area attests, In addition,the project area is located near the Historic Mission Stn Juan Capistrano 4� and associated settlements,the Los Rias Historic District,and the historic AI'S.l't rail,line.Both prehis(oris-and historic-period buriedburiedarchaeological deposits could be located withinwithinthe project area. ,t Since the nature of the proposed project will involve ground-disturbing activities that inay extend into undisturbed soil, it is possible that such actions could unearth,expose,or disturb subsurface archaeological, I historical, or Native American resources that were not observable on the surface, However, implementation of Mitigation Measures CES-I, CR-2, and CR-3 would reduce the potential for encountering and disturbing known or unknowa archaeological resources to less than significant.. c) Directly or indirectly destroy a uniquepaic ontological resource rrt site or unique eologic'feaarj-e?.Less than Significant wide iVidgadon Incorporated The proposed project would have s significant effect if it would cause a substantial adverse change in tie f significance of a unique paleontological resource, Paleontological resources have been uncovered in various portiom of the City(San Juan Capistrano,2002). The valley area,with its alluvial deposits,has less potential to produce fossils,while the older foothills have a higher potential to yield fossils. The Capistrano and Monterey Formations and San Onofie Breccia, mainly located in the eastern foothills of the City,aroconsidered to be of high paleontological importance,This is due to the numerous fossil sites which have been found in these bedrock units. While the project area is located along the San Juan Creek-and within alluvial deposits,construction activities nevertheless have the potential to expose buried paleontological resources.Low-lying areas kithin relatively recent alluvial floodplain soils, such as the project area, could include some Pleistocene Epoch fossils, Implementation of Mitigation Measure CR-4 would reduce:the impact to less thea significant. tf) Disturb w7y human remains,including thoseiratc�rrecl oer.�s isle of fr�rrrt�r.I cettacltcrics?Levy rhan Stgnificrant will,Mitigation Incorporated. i "I`he proposed project would have a significant effect if it would disturb any human rern8ins,including those interred outside of forinal cemeteries. No human remains are known to exist within the project site.However,given the sensitivity of the project area for buried prehistoric and.historic-period archaeological deposits,construction:activitics have the potential to expose buried human remains. Implementation of Mitigation Measure CR-I,CR-2, Cts-3,and CR-5 would reduce impacts to a less-than-signiFicant level. s Initial Stud /Environmental Checklist -24- City of San Juan Capistrano, Cafifornia Mitigation Measures The following mitigation measures will be utilized to avoid negative impacts to cultural resources., CR-1: All cultural resources, including 30-176663,30-176664,and 30-176700(ATSF railroad track,%),the 1917 ATSF bridge,and prehistoric.site 30-120017, shall be avoided where feasible. If appropriate, prior to construction, a qualified archaeologist(defined as an archaeologist meeting the Secretary of the Interior's Standards for professional archaeology) shall mark exclusion zones around known archaeological sites to ensure they are not impacted by construction.If avoidance is not feasible,the resources shill be evaluated for eligibility to the California Register or local historic register and potential significance under CEQA,If a resource is deferminedto beeligibleto the California Registci� N or local historic register,a site treatment plan err additional protection measures will bedeveloped anti implemented. If this site evaluation results in an.assessment that resource is not eligible,no further work or protective ineasures will be necessary,A qualified archaeologist(defined as an aa-.haeotogist rnectingthe Secretary of tile Interior's profcssional qualification standards for archaeology)shall carry out all evaluation and site treatment. CR-2: Prior to issuance of a grading permit, the applicant shall submit to the Community Development Department documentation that a qualified archaeologist(doomed as an arobaeologist on the List of Certified Archaeologists for Orange County)Ivis been retained to monitor site clearing,grading,and excavation activities,stating the name,qualifications,and contact inforniation for thc archaeologist. A qualified archaeologist(defined as an archaeologist on the List of Certif edArchacologists for Orange County)shall be retained by the project applicant and shall be present at pro-construction meetings to advise construction contractors about the sensitive nature of cultural resources located ori and/orin the vicinity of the project site, as well as monitoring reqiiirements. A qualified monitor(defined as an individual with a bachelors degree in anthropology with archaeological monitoritig experience), supervised by the qualified archaeologist, shall observe on- and off-site construction activities that result in gradin&) and/or excavating on or below the original ground surface(including during project- related off-site utility [natural gas, electricity, sewer, water, drainage, oommunicatioris, etc.] and roadway improveraontg).Should nonhuman cultural resources be discovered,the monitor shall leave tile power to temporarily halt or divert construction activities until the qualified archaeologist can determi-ne if the resources are significant and, if significant, until recovered by(lie archaeologist In the event that human remains are discovered,construction activities shall be halted ordiverted until the provisiOne,of§7050.5 of the Health and Safety Codeand§5W.98 of the Public Resources Code have been ii-riplemented. (CD) CR-3. Native American Monitor. During construction/grading activities, a Native American monitor shall observe construction/grading activities that result in grading,excavating,and/or trenching on or below the original ground surface (including during project-related off-sitz utility [e.g., natural gas, rOJ y electricity,sewer,water,drainage,corninunication-si etc.]and roadwayiniprovemeats). Tine project Archeologist shall select the Native American monitor ire consultation with the Native American 1--leritage Conomission (NAHC). The Mitive American monitor shall consult with the Project Archaeological monitor regarding objects and remains encountered during grading that may be considoredsacred or important.In the event that evidence of hurnan remains.is discovered,the Native 4 American rnonftor shall verify that the archaeologist has notified the Coroner. CR-4: Pale0111"10'Lc�Ll Wloijitor,Prior to issuance of grading permit,a qualified paleontologist(defined as a 1. paleontologist on the List of CerLified Paloontologists for Orange County) shall be retained by the project applicant and shall be present at pro-construction meetings to advise construction contractors about the potential occurrence of paleontological resources located On and/or in the vicinity of(he project site,as well as monitoring requireraents. A qualified monitor(defined as an individual with q�. Initial Stud iEnvironmental Checklist -25- City of San Juan Ca istrano, C liforrtia bachelors degree in paleontology and monitoring experience), supervised by the qualified a paleontologist, shall be on-site during construction activities that result in the grading and/err excavating of current surface rrsaterial(including during project-related off-site utility[e.g., natural 9 gas,electricity,sewer,water,drainage,communications,etc,]and roadway improvements)to monitor for paleontological resources.Should paleontological resources be discovered,the monitor shall have # the authorityto temporarily lilt or divot construction activities until the qualified paleontologist can dote-mirie if the resources are.significattt.5ipifica€it paleontological resources shall b,-:recovere.d by i the qualified paleontologist. (CD) g w iL -.I ,5 3 16.6 GEOLOGY AND SOILS. Would the ro'ect: a. Expose people orstmrtures to potential substantial adverse effects,including � the risk of loss,injury,or death involving(i.)rupture of a known earthquake l fault, as delineated on the most recent Alquist-Priolo Eatliiquake Fault Zoning ]wrap issued by the State Geologist, or based on other substantial ❑ ❑ evidence of a kn.ow€r fault (Ref6r tri OMB:.G Pub.42)?;or,(ii)strong seisinic ground shaking?;or,(iii) seisrmc-related ground failure, irrcludirsg liquefaction,?;or, iv landslides? b. Result in substantial snail erosion or the loss or topsoil? � c. Be located on a geologic unit or soil that is unstable,or that would become unstable as a ra5uh of the project,and potcatially reslilt irs oil-,site or off-site ❑ ❑ ❑ landslide,lateralspreading,subsidence li uafactiors or calls ,s`? d, Be located on expansive soil,as defined in Table 18-t-I3 of the 1994 UBC, El El � ❑ � creadn subatandal risks to life or ra crt ? e. I-lave sails incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for ❑ 11 El 0 the disposal of waste seater? a) Rvlr ose people car sinictures to potential suhstandal€averse offea% including the risk of loin, h1juty, or death involving: i) Rupture of a known earthquake fault, as€lellneated on the moss recent Akluist-Priolo Earihquake' Fault zoning,,Mali issued by the Stalc Geologistfir the arca or based on olher,subs(aniial evidence(?fa lctt.owrz Jaull? {Refer to 13it1rriorr 2f hlinc'.s rztrcleolol;y 5l�aecictl�'arfalr'ialiot; 42.)Less than Signaf�ca tt < Impact. The proposed project is located in a scismically active area.However,no known active seismic faults tt'verse San.Tuan Capistrano or the project area(City of San Juan Capistrano General Plari, 1999),ConsNucaitly,tine potential for ground rupture at the pzpject area is loin. The project doses not occur within Alquist-Priolo Earthquake Fault Zone,Additionally,the pipeline would be designed inacaordatitce with the Uniform Building Code requirements and current seismic design standards to nilnirnixe seismic impacts. Therefore, impacts would be less than significant, ' f �M1 Initial Shad /Environmental Checklist CItZ of San Juan Ca istrano, California ii) Strang seismic ground shaking?,Lavv than Sigrtif carat Impact The project area is located within approximately 50 miles of several known potential sources of strong seismic shaking;, including;the offshore segment of the Newport-Inglewood fault system located approximately six miles west of San Juan Capistrano,and the San Andreas fault system located approximately 50 miles east of the City.The NewpW-Inglewood fault is considered an active fault requiring that special near source factors be incorporated into buildings developed within 10 kilometers(6.2 miles.)of the Ault,The Unifclr-m Building Code requires that most of the southwestern portion of the City incorporate near-source factors into the design of new buildings and other structures, tither faults located within 50 Hailes of the City include the offshore Palos Verdes fault, the Elsinore fault, the Whittier fault and the Spin Jacinto fault. A rx jor caiiiiquake � associated with any of these fault--,could result in moderate to severe grouadshaking in the project area.. Damage to buildings and infrastructure, including pipelines and wells, could be expected as a result of. groundshaking,during a seismic went, The most severe earthquake-caused damage to the pipeline would include rupture and displacernent of the line, arthquake-related damage to a well could be,partial collapse or other structural breaks.Because the project features are allocated away from habitable sti ctures,along;bile paths,and through parkland and open land,and the pipeline runs roughly parallel to the San Juan Creek and at a lower elevation to the nearest structures,any water releG€sed from the pipeline would flow downstream into v drainage ditches,toward the creek,and away froul any structures, Any damage to the wells would be expected to be localized and except for the pipeline connections would not result in the release of water into the surrounding area, In addition,the pipeline will have emergency shut,-off valve capacity to prevent any major # ;€:lease of water.As a result,damage caused by strong seismic grouDd shaking;would be less than significant. istsztc-rc>kaled gj ound allure, inoluding fiqugfizction?Lesv than Significant Impact Damage from earthquakes is most often the result of liquefaction of alluvial soils underlying; large rigid structures. Liquefaction occurs primarily in areas of recently deposited sands and silts and in areas of high groundwater lovels. Poorly consolidated sediment and high groundwater levels occur most frequently in creekbeds and tioodplains,The potential for liquefaction is particularly high in the floodwzys located along t Sart Juan.geek,1`he proposed project would be constructed primarily within an existing bike way,which was previously graded and engineered for stability according to City buildings requirements.The widoninga project would involve new compaction and preparation of urs-devoloped parkland areas and some other undeveloped land for portions of the alignment, which would reduce the liquefaction capacity of the soils. In addition, because it is a narrow,linear and relatively light structure,the pipeline itself would not require significant load- i bearing;strength in its underlying;soils,The wells,are located within areas previously utilized for welts and will be drilled and designed to current Uniform building Code requirements,along with the pipeline,and current seismic design standards to.reduce the risk of damage caused by liquefaction,Theaefore,the risk of loss or adverse effect caused by seismic-related ground failure,including liquef-action,would be less than significant. 44 '.l h) Landslides?No rtarpract. a `l Unstable slopes are located throughout San Juan Capistrano.The hillsides adjacent to."ran fue'n Creels in the project area may likely contain areas ofpotentiai landslide,The abundant shales and siltsto€yes underlying the hills of San Juan Capistrano are highly porous and do not hold together well when wet,which can lead to slo}pc j instability and landslides,Secondary factors contributing to slope instability and landslides include rainfall and earthquakes.Debris flows can occur rapidly and without warning;during periods of exceptionally high rainfall. The pt•oposed pipeline would be installed completely underground. As such, the pipeline would have a low profile relative to the adjacent land areas.The occurrence of a landslide or debris flow along the pipeline route and over the torp of the pipeline would be unlikely to impact its short-terin operation or cause damage to the I+ pipeiine itself: Neither construction of the pipeline, nor its operation, is likely to increase the risk of debris Rows along the pipeline corridor.Nor would landslides or debris flows be,likely to impact the opetntion of the a: pl ii initial Study/Environmental Checklist -27- City of San Juan Capistrano, California pipeline. The wells would be located on sites previously drilled for wells, and have not been subjected to known laatdslidea in the past. The pipeline and yells would be designed and built in accordance with the Uniform Building Code and current seismic design standards to reduce the ride of damage that could result from construction in areas with potential for liquefaction and landslide. b) Result in substantial wail cr°osion o)-the loss of topsail?Less Man Signifletrrat 611pact, l Construction activities involving soil disturbance,such as excavation,stockpiling,and.grading could result in increased erosion and sedimentation to surface waters, However, substantial erosion is considered urilikcly because oftho relatively confuted space and small scale ofthe area of fyr°ound disturbance ne=sary Cor project irnplenrientation. In addition, the proposed project would be required to prepare a Storm Water Pollution Prevention Plan (SWPPI)) to comply with the National Pollution Discharge Elimination System (NM S). Therefore, impacts related to erosion or loss of topsail would be less tha3i sig ifscant c) Be located on a geologic unit or,well that is trnstahle, or that would become unstcahlre as a result of Me project and potentially r'esuff in on- or off-site landslide, latered spreading, subsidence, liqugfsaction. or collapse?IVO Impact. The proposed project would be located in a seismically active area and in a general area that has been identified as having a high potential for liquefaction and susceptibility to landslides,The protect would consist of the installation of a 12-inch potable water pipeline withinn an existing roadway right-of way.The sail would be ccstupacted during road concurrent widening construction project. There are no standing structures associated with the project. The pipeline and wells would be designed and built in accordance with the Uniform Building Code and current seismic design standards to reduce the tisk of damage that could result from construction in areas with potential for liquefaction and landslide.Because the pipeline would be buried below ground and would have a law topogratphic profile,and because the construotion footprint would be relatively narrow, it would not increase the risk of twidslide, lateral spreading, subsidence, liquefaction or collapse. d) Be-,located on etprans'ive soll, as defined in Table Ig-I-B of the UlIffibrin Building Code(1997), creating .s"ubs'turrtiral fisks to Iife or property?Cess than Significant Impact. Expansive soils possess a shrink-swell char acteristic l that can result in structural damage over a long period of time.Expansive soils are largely comprised of silicate;clays,which expand in volume when water is absorbed and shrink when dried. The relatively significant arnunts of clay present in the underlying bedrock of'the Capistrano and Monterey corrnations in San Juartt Capistrano pose an expansive soils hazard. Soils derived from theme formations are considered moderately to highly expansive. When construction occurs over.a ` medium of this consistency, the: resulting shrink/swell characteristics will likely result in damage to the , overlying structures.The pipeline design would comply with the Uniform Building Code and current standards for the use or avoidance of expansive soil materials.Therefore, impacts related to expansive soils would be t considered less than significant. G') I U1�G sCJ1I.5'iJ1C:Ctf7Cal7IG(}fCdLl Lj1dU LIj3.5"tlppf3Sfll7 tit t!,' Of,SepliG"/(lrll t t)YCI�Gf'F?CtttVt 71%Li5'G'I4C#lar'L iSpo,al F` systenvz w acre sewers are not availablc,frrr alae disposal cif wastetvater?]Vo Impact. No impact would occur because the project does not include soptic tanks or alternative wastewater disposal systems. i "Shrink-swell"is the cycGcai expansion and Conor(;tion fliat.oc curs it)tine-grHiMM Olay SMUITIMIM f uom wetting;eget drying. Structures lcacatcd[eta soil-With this characteristic may he,danaged over a long puiod of time,usually as the ra;ult cat' inadogttatte foundation vngintering. Inillal Study/Environmental Checklist -28- City of Sart .Tuan Ca istrano, California E f � � i 16.7 HAZARDS AND HAZARDOUS MATERIALS, Would the ra ect: a, Create a significant hazard to the public or the environment through the ❑ ❑ ❑ routine trans ort,use,or dis cisal of hazardous materials? b. Create a significant hazard t¢ the public or the ens=ironcncrrt though reasonably foreseeable conditions involving the release of hazardous ❑ ❑ 0 ❑ materials into the environment'? c_ E€nit hazardous ernissions or Dandle hazardous or acutely hazardous materials, substances, or waste widtin onc-quarter mile of an existing or ❑ ❑ ® ❑J rsr used scho�sl? d. Be located on a site which is included on a list of hazardous materials sites j compiled pursuant to Government Code Section 65962,5 and, as a result, ❑ [❑ would it create a sign ificant hazard to the public of the ei>vironment? e. For a project located within an airport land use plan or,where such a plait has � near been adopted,tui thin two vailes of a public airport or public use airport, ❑ ❑ ❑ would the project result in safety hazard for people residing or working in the 3 P.Kojecl area? E Ir f For a project within the vicinity of private airstrip,would the project result ❑ ❑ ❑ in a safety hazard for people residing or working in the project area? n, Impair irnplc nontation ofor physically interfere with an adopted emergency res once plan or cineriacilc evacuation P lank? ❑ ❑ ❑ Z h. Expose people or structures to a significant risk of lass, irliury or death involving.wild land fires,including where wildlands are adjacent to urbanized ❑ C Z ❑ areas or where residenot*lice intermixed with wildlands`i ca) Create a significant h axcard to the public or the onvirc nmen.t through the routine transport, use, or I disposal of hazardoin materials?No Impact. No hazardous inaterials would be routinely transported, used, or disposed of during the operatim of the t pipeline cr"well,as the pipeline would transport water for-treatment at the G W RP.`I`he water to be transported is not suitable for dtrtnestic use prior to treatment due to iron,manganese and total dissolved solids content,No hazardous materials would be used during routine operation ofthe pra}ect.Therefore,ne impact would result. h) Create a signifteetnt hazard to the public or the onvir'C9r meat throug-h reawnahlyAreseeable upsel and accident conditions irrtv3ladng the rf-,1=5 of azardous materials Yrnto the environment? :des& than l> Sign4fic>ant[mptact Construction activities would involve the use of certain potentially hazardous materials such its fuels and hydraulic fluids.These materials would generally be used for construction equipment,and would be contained within vessels engineered for safe storage.Storage of large quantities of potentially hazardous materia ls'at the construction site is not anticipated.Therefore, impacts are considered less than-significant. 1 c) Endt hazardous emissions or h ar dk, hazardous or acutely hazardous m atmria ls, substances, car' tiVrrst( within ane-quarter mile ofan existing yr proposed school? Less than Significant Impact There several schools located within one-quarter utile ofthe proje€;t alil;rn oat.However,as discussed above, tic hazardous materials would be routinely used during the operation ofthe pipeline,The contaminants in the �i Initial Stud /Environmental Checklist -29- City of San Juan Ca isfrarto,California groundwater that will be transported are not of level to be designated as"hazardous materials"and f udher,the pipelines are located underground and designed to meet code requirements, assuring sound construction. Therefore, impacts are considered less:than significant. d) Be located on a site which is hieluded on ca Its(r?f hazardous materials sites compiled pursuant to Government ent Coyle.Section 05962.5 cured, as a result, would it create a.s ignr ficant hazard to fhe public or j the environment?No Impact, � An extensive; data base search for hazardous materials sites was conducted at the time of the Nona DomesticlRRecycled Water Master Plan Update Program EIR (City of Sala Tuan Capistrano, 2007), The proposed prcject is not located on any known hazardous waste sites, pursuant to Govern ent Codo Section 65962.5 (California Department of Toxic Substances Control,2007). e) For a prgject located ivithin an ah-port land use plan or, where such it.plan hats not been adopted, rs-ithin two miles of`a public a hpor i or public:44se ahport, Ivo vld the project re.4 ult in a scl fety hazard, or people residing or working in.the prcaject area?No Impact. Na impact would occur because the proposed project is not located within two miles of a public airport. f} Fora presject within the vicinity of'a private airstrip, would the prgject result in a safety hazar el,for peaplc r aviding or working in the project cerea?No Impact, There are no private airstrips within two miles of(lie prcjeet area, The project would not result in a ,safety hazard for,people working in the project area because of its distance from any airport. g) Impair implementutlon ofresponse plan or errxcr^ erzc y evaeuati€n plan?No Irrrpact Roadway access in the project area would be maintained during pipeline installation and well construction.The underground pipeline would not interfere with any emergency response Dylan or evacuation plan,and the wells would be located on existing well sites. Where road crossings(or ether temporary transportation or parking interference would occur), temporary traffic control features would be employed as part of the project. However, theses features would not inhibit emergency responses or emergency evacuation. Therefore, the project would not interfere with an emergency response plan or evacuation plan and no impact would occur. h L_� trse .co le ar.ctr-afclrares to cr si. r�r rccust risk cs Iasa, ire'isr r car cfecrth inanB��irr.r wit`ellcrrrri�r°es, iratyltrdirr� Vit. where wildlcr.nds are x acent to urbanized areas or where residences are infermi xed with wildlands?gess thalf Sig-nificairt 1'trrpact. 'rho proposed project is an infrastructure project,consist ng of unde€�roerzad pipes and two well locations.No habitable structures are included,and as a result,the proposed project would not expose people or structures to a significant risk of loss, injury or death involving wildland fires. In addition., the project alignment marcs roughly parallel to San JuanCreek,and within bike path,park land and other vacant areas,beyond which lies suburban devei pnter€t with fire;water access and no major wildfire sources.No impact would occur during pipeline operations,The potential for starting wildfires would be less than significant, G": 1 Initial Study/Environmental CrreckNst -30- City at San Juan Capistrano, California } M8 HYDROLOGY AND WAXER qUALrrY. 'Would theroject. a. Violate any water quality standards or waste discharge requirements? © ( ® ❑ b. Substantially deplete g0undwater supplies or interfere substantially with rt8 groundwater mcha ge su,,h that there would be a net deficit in aquifer volume ' or a lowering;cif the focal groundwater tab le level {e.g.,the production rate of (� El N ❑ pre-existing nearby wells would drop to a level which would not support existin&land uses or planned uses for uilriclr ertrrits have been ranted".> C. Substantially alter the existing drainage pattern of tbQ site or area including through the alteration of the course of a stream or river, in a tmrrtrer which EJ ( ❑ would result in substantial erosion or siltation on-or off;site`? d. Substantially alter the existing drainage pattern of the site or area,including through the alteration of the coarse of a strearxrar river, or substantially increase the rate or arno tit ofsurface runoff in a manner which would result ❑ ❑ ❑ Ep in flooding on or offsite? Y t* e. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systenis or provide substantial ❑ ] [l 19 additional sources of polluted runoff? £ Otherwise substantially degrade water quality'?. i g. Place housing within a I00-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate map or other flood hazard ❑ . ❑ ® delineation tna ? h. Place within a 100-year flood hazard area structures which would impede or © ❑ ❑ redirect flood flows? i. Expose people or structures to a sigiiificafnt risk of lost;,injury or death involving flooding,including flooding as a result of the failure of a levee or ❑ darn? j. Inundation by setche,tsunami,or inudflow? t, k. Result in an increase in pollutant dischargeto receiving waters considet•ing water quality parameters such as temperature,dissolved oxygen,turbidity and other typical s€ormwater pollutants(e.g,.heavy metals,pathogens,petroleum derivatives, synthetic organics, sediment, nutrients, oxygen-dernanding :r substances,and trash)? 3° 1. result in sigazificant altetmation of receiving water quality during or following construction`?t�1 ❑ ❑ f tn. Could the proposed project result in ittcrsased erosion.downstream? ❑ _ a m Result in increased impervious surfaces and associated increased r-unoFi C] 11 ® ❑ o. Create a significant adverse environmental impact to drainage patterns dueto cbanges in runoff flow rates or volumes'? ❑ ❑ � Z p. Tributary to an already impaired water body,as listed on the Clean Water Act Section 303(d)list? If so,can it result in ars itzcrease in any pollutant for ❑ shicfr the seater body is already irrrpaired? ' Initial Stud lfrnvironmental Checklist -31- Citv of San duan Capistrano, California r n r ;l q, Tributary to other€;nvironmentally sensitive arcaa? if o, can it exacerbate 1 already eristinezxitive conditions? 11 El s r, Have a potentially significant environmental irnpact on surface water s uality El 11 F� � to either marine,fresh or wetland waters? i s. Have a potentially significant adverse impact on groundwater quality'? z ED t, _ Cause or contribute to an cxceEdanee of applicable surface or groundwater receivingEl water ual€t objectives or degradation of beneficial useO :J u. Impact aquatic, �Aedand,or riparian habitat? � 0 v. Potentially impact strit'tnwater runoff from construction or post construction? El 0 Z C1 W. Result in a potential for discharge of stormwater'pollutams from areas of material storage, vehicle or equipment fueling, vehicle or equipmem rnaintettance (including washing), waste handling, hazardous materials [D 0 handling or storage, delivery areas, loading docks or other outdoor warm ' areas? x. Result its the potential for discharge of stortnwater to affect the beneficial 3 Us,"of the roceiviri waters? Y. Create the potential for significant changes in the flow velocity or volutr#e of storinwater runoff to cause environmental harm? El 0 11 E z, Create significant increases in erosion of the project site or surrounding areas? El E3 0 0 u) Violate any water qualify standards or wave discharge r^equirernents'?Less than Significant 1ntpa f r<, Dwing the construction phaseof the project,excavated sails could erode and be transported to down-gradient drainages. The City would require that the contractor prepare a Storm Water Pollution Prevention Platt (SWPPP)to comply with the,National Pollution Discharge Elimir"ttion System(NPDES).As a result of being in compliance with the NPDE5 and inipleruenting a SWPPP the project would result in a less than significant impact to water quality. PDF-3:As part of the construction plans azid specifications("plaits clt specs''),the City shall require that the contractor prepare and inaplemen(a Storm-water Pollution Prevention Plan(SWPPP)consistent with all applicable Federal, State and regional water requirements/standards which shall be subject; to �. Utilities Department review and approval prior to the beginning of any grading or construction. Jt h) Substantially deplele groundwater sari)plies or lnter eresubstantially with groundwater recharge such that V dere would he a net de: is it lir aquifer Volunse or ca lowering of the local gr oundwa(er table level tic:',g., the �< Production rata El fir e- fisting r�cxa,ley x1elLs would drofr to as level which ivoidtl not suppopt existing/snit uses or planned ares,for•which pclrrnit.,4 have been granted)?Le,.v than Sign?flca nt Impaaet. The proposed pipeline portion of the project would not require the use of groundwater supplies that would deplete the aquifer. The pipeline would be installed within a pipeline improvement corridor and would not affect the groundwater recharge,The repiacemimt well portion of the project would not bicrease groundwater extraction but rather make available the existing water supplies that the SJBA is entitled to pump under the diversion permit#21074.The City as a member of the SJBA is permitted to extract 8,026 afy of groundwater from January 1 to l;Decainber I of each year,'I he ciwront capacity of the GWRP is S.I-mgd(5,712 acre-feet per Initial Stud Environmental Checklist -32- City of San:Juan Capistrano, California year). Operational capacity of the GWRP does riot exceed the available groundwater the City is entitled to pump and therefore would not interfere with groundwater supplies. however,as pant ofdie diversion permit r the SJBA has to regularly monitor and report annually on the condition of the creeks and vegetation living within the riparian corridor. ff it is determined by the monitoring that there is any degradation of the creek.or the vegetation clue to over extraction then the diversion permit requires that the well(s) be shutdown, The purpose of the two replacement wells(South Cooks Well and Well 5A)is to provide system reliability to the � GWRP,not system expansion,ultimately improving the flexibility with potable water production frarx-,these existing groups of yells, Impacts would be less than significant, i c) Substantially alter the ari,sting drainage p attern of the site or area,including through the a ter°ativn q file course of stream or river,.its a manner which would ras•aalt rra subsirtndal erosion or siltation oil- or o� site?Less than Signtficant Impact. The proposed project would be located within an.existing highway right�of way.'fhe proposed pipeline would be located below(;round and would not include any surface structures other than,a inor pipeline appurtenances. No stream,alterations wotald occur frorn the proposed project The completed project would not substantially impact or degrade the drainage pattern of the site, and therefore would not result in substantial erosion or siltation on- or off-site, nor will the; pipeline have any effect on the drarit-,age pattern, or surface run off cl€arircteiistiCs. d) Substantially alter the ea.isting dr ainage p atter n q f the.site or-area, including through the alteration ref dle c:rrttrSe o f a stream or river, or sub,rtcandally increaw Me nate or amount.of• urface run t�ff its ca raaccnrter svlricli would result in ,flooding ora-or riff,site?Less thaw Sigratffcant Impact. The proposed project would be located within a bike path, as well as within park land and other vacant land. The proposed pipeline would be located below ground and the well locations would be self contained and of limited land coverage. No stream alterations would occur from the proposed project. The completed project would not substantially impact or degrade the.drainage pattern of the site,and therefore would not result in substantial flooding on-or off-site. e} Crane or contribute r•unriff water which would cr-ceecl the capacity qf existing,or Irlcararaccl star rzztvattcr drainage systems ariaovirle.subs•ttarad al of jar lhtted rungff?lln £inpact. } Construcdion of tho proposed pipeline project would not result in increased impendous surfaces as the project would be located underground within various rights-of-way and at existing well sites.The proposed pipeline would be requirod to obtain numerous encroachment penxtits, see Project Description above for details. .l� C)tlrer-rvise s't.abstcrrttictlly�egrrxde�vatcr rlaacrtity?leo I►�rpacc� During construction,a SWPPP would be implemented to control ranoff,tninimizing the potential for impacts to water duality, Following construction;the project would not affect water quality. Water extracted from the aquifer lies been used in the City's Non-Do€nestic'-,Nater System for many years. This project would incre=ase the use of local groundwater for potable use:. Water duality of the potable water produced by the GWRP would be regulated by the Dcpartment of Public Health(CDPII)as it is currently.Aro impacts to potable coater quality would occur. 'F Y. The CDPhI requires that well facilities be located at a higher elevation than the 100-year floodplain.This i prevents flood water from infiltrating(lie underground basin directly and potentially conwninating div, ,ground water supply. To comply with this requirement,the finished grade of the foundation for the South Cooks Well facility would be raised appToxir-,tritely five feet.This assures that the well foundation would match the existing berm that borders Sar Juan Creek,That berm,is two feet higher that-,the floodplain and Initial StudyLEnvlronmental Checklist -33- City of San Juan Capistrano, California therefore this elevation complies with the CDPH requirements.This design rerluirentent would assure no 'e significant impact would occur, i g) Placc3 hou,5ing withitr a f 00 year fttrod hazard area as mapped on ar.federzal Flood Hazard Boundary or .Flood Insurance flute Map oi,other flood haazcarel delineation meq)?No Impact. l s Although the pipeline itself would cross tfre €00-year flood plain in some locations, the project does not propose housing or other structures within the 100-year-flood boundary(County of Orange,2005),Therefore, rho.irnpact would occur. la} Place ivithin a 100-yearrflood hazard area structures wh[ch would impede or rMirect flonal flows?No Impact The proposed pipelines would the underground,a€d the wells would be located on existing well sites_Only the South Cooks Well would add to the area structures,in that it would be housed in a structure,This ons feature would result in a small but a less than significant increase in development in the area.. The finished grade for the South Cooks Well facility foundation would be raised to be above the 100-year flood hazard area. Specifically,it will,be raised approximately five feet to match the existing berm that borders San Juan Creek. � The bean is two feet higher than the floodplain, and this elevation complies with the CDPH requirements. Thus the project w ald not result in a significant impediment or redirection of mood flows in the 100-year flood zone. 1) Expose people or structures to a significant risk ref loss, ii?jury or elecath involving,flraca(li ig including flooding as a result of the_faaiture ref a levee or dam?No Impact, The proposed project is not located in a levee or dam inundation area. "rhe project would consist of '# l underground pipeli€acs€nd two wells,and does not involve habitable structures.The project would not expose people or structures to a significant tisk of loss,injury or death involving flooding from levee or dam failure, 1} Inundation by seiche, tsun and, or lnuditow?No Impact Construction of the proposed project will tape place entirety in the lhig h.waytight-of-way and will not impact or _�attdercut the slope of the sun-ounding hills. Also, the creels crossings is above the surge tide of any possible inundation by seiche or tsunami.Therefore,the construction and operation of the pipeline will not increase or � impact the natural risk of inundation by seiclhe,tsunami or mudflow at the project area., and no impacts are anticipated. k) Result in are increase In pollaafam dirc3hatrges to receiving wa tw— ? Convider•water quality parameters Such ars terrrlrvwure, dissolved oxY en, m-rbidity and other kvoiad strrrm-ivcater pollutants (e.g. heaahy l m-etcals. pathogeny, lwroleun€ clerivatiwcv, iywhetic organics, sediment, nutrients, oxygen-denncanding it ,subwances, and lrcr<h)?No Impoct Daring construction a SWPPP will be prepared and would include erosion control nheasures that would prevent impacts to water quality, Operation is not anticipated to result in arhy water quality impacts, l) fZe.4arft in signiftear'2t.�Iterrsaatrcrrx nf'recr�ir�irFg rr�arter graczllty ctr.ar°ir�g{rr_�tllrrh��irs�T ct�n.5trcrctir�r�?N©Traapr�ct, During construction a SWAP?will be prepared and would include erosion control measuMs that would prevent impacts to water quality, Operation is not anticipated to result in any water duality impacts, ; ns) coaaht tileProposed prgject r•esult in increased erosion€lom?stroaim?Ale Impact, Crsifia€stud tEnv€rcanrneniaf Checklist -34T City of San Jinn,Ca isfran€3, California Given the project's limited size and limited impervious surface, the project would produce a relatively low { volume of storrnwater runoff that would not result in increased downstrearn erosion, ,l n) ,result in incremsccl irrzpersrious ur faces and associated increased runof. Less Mall Sigrti ficant 1111pact . f Tho inercase itt impervious surface and associated mnoff is below the signi ficanec threshold established by the City for determining a signiftcant.impacc See response 16.8 d)above. c3) Create a sign frcant crclvenve environnrenral impact to drainage patterns due to changes in rung1 flow rates or volumes? Nn Irrrpact The project does not include mass site grading or stubStantial changes in project site drainage that would alter drainage patterns,or increase runoff flow rates or volume, See 16.8 c)above. l f e p) I riliuturry to ern ulrccrcly irzapair eel wutc'r Crony,as li.stecl ern the Clrtara W€ter let Sectinrr 3C#3(d)101? can it result in an increase in any pollwant for which the water body is alreariy impaired?No Impact. The project site does not a4join or discharge directly into a Federally-listed water body. q) Tributary to other envi;•orxn enlally senxitive areas y If,so, can it e acerbate aIr eezdy exist079 sensitive l conditions?No Irrrpact See response to 16.8 p) above. t r) Ilcivcaa perterrtirrlly•s r. rzificarrt,erzr3ir^oizrzr.cirrtal irrtl cast ori.arrf ce crier^qucrtr°ty tri ei£laer rrzarine,fte,,,vh, or { wetland waters?No Impact ii sS: The project would not discharge directly iwo surface waters nor involve operational characteristics that would result in pot lutant discharges into such waters includhig pesticides,herbicide, fertilizers and similar(,,hemicals. s) flas�e a potentially.stgnfcant advefixe impact on grcrcrrrdwatcryquality?Lass than.Sign?ficant Impact. See response. 16,8 b)above. t) Catrse or contribute to an .,xceedance of rapplicable surface err gr ourrdwater receiving wafer quality ohfec ives or degradation of bermficial tcses?No Impact. -f The proposed project will not result in any violation of applicable water duality standards established by the Cleary Water Act and implemented by the San Diego Regional Water Quality Control Beard (RWQCB) through the regional National Pollution Discharge f bininatiort System(N1'Di1S)hermit.See response 15.5 f) agave. rr) InTpa-V�zclrratic.•, Wetland, Or riparian ha-bitat?Less tltcm Sigi4f earrt hupact. See response 16.8 b)alcove. v) Polerztially impact, s(ornn"ater'rtrr1aff from Construction yr pcni con tt-trctivn? Less therm Sigrtfflicant Impact k See response 16,8 a) above Initial StudyjEnviironmental Checklist -.35- Cit of San Juan Capistrano, California w) Reavult in a potential for discharge,of,storrnt-vater pollartants'froaat areas of nmterical st.or rage, vehicle o)- equilxnent,faelingr vehicle or equipment waintenrance(including washfng>, etre hcrruilin& hazardous I material.,handling or storage, dellsvay areas, loading,clocks or other outdoor work areas?LL"s5'thaaaa Significant Impact. i See responsel6.8 a)above, s a) RcweR in the potential forcli,sclrtarbje of stornawater°to ttffcet.the l3eaac�JfciraFaasc.s°i�fthe rcr°ci ging tout yrs?1Wn Impact. y) Create the paten ial fn-.81gnffacunt changes in the flow velocity or volume gfstor nlW aterl raanof-to aluse environ aaental Inane?No hatpaact. The project will neither increase the vo€torte not'the velocity of stonnwater flows,nor indirectly contribute to such impacts as a result of project implementation, l; z) Crewe sign fit=ani in.,reaxes In ei'oslon of the,fro,ject,site or surrommling areas?Less than Sigt:.ificrant Impact. t F Sae responsel6.8 c)above. l 16.9 LAND USE AND PLANNING. Would the rv'ect: a. Physically divide an established community"? D d 4' b, Conflict with any applicable land use plan;policy,or regulation of an agency with jurisdiction over the project(inOiding,batt not limited to the General Plast,specific plan,local coastal program,or zatiing ordirsaizce)adopted for f th6'purpose of avoiding or roils ratite an etivironmental eff"t`> <t c. Conflict with any applicable habitat conservation plan ornatural carnst unity Cl 13 0 conservation IMI'' cr.) I-'Iryszccalty rlit�icle can eslrahlislaecl conarau�nity?1Vn Ianpract �� The proposed pipeline involves the construction of an underground pipeline within various right-a-ways inciudiag a highway right-of-way, Thr, pipeline watald be entirely underground. The proposers wells are replacement wells Irl ata d on the same site its previous wells.Therefore,the proposed project would not divide an establishcd communityand no impact would occur. h) Coa?flirt with any cappliccabk hand use plan,policy, or regarlation ref an agency with,jurisdiction over the prgfcci (including, but not limited to the;general plan, specffic plan, loced coastal program, or zoning orclincatacc) uclnptc�aF,for tla F prarpn.scr nfrat$nicli�rg or rrtittgcating crn.earl+irr�arrracfr7tral eflsct?NO Caraptact. The proposed project is subject to the San .Tuan Capistrano General Plan (Satz,Tulin Capistrano, 1999),The proposal is ate infrastructure project,typically allowed in any plan desipation or zoning category,is consistent with the City's Water master Plan, and would not displace or otherwise impact the use of surrounding land. 3>; k I Initial Study/Environmental Checklist w36- Ci of San.luau Capistrano, California �5 Further,.all environmental effects would be avoided or mitigated,as described in this document.The project would therefore not conflict with any applicable land use plait, policy, or re&,ulation and no impact would occur. '; c) Coi?flict tit}ith any apphcabk habitat cOrtseavrattnaa lalara or natural cronaxratt.t#Illy conservation plan? No � Impact ii i See response 16.4 fj above.The proposed project would be consistent with the Southern Subregion Coastal Saga Scrub Natural Community Conservation Plat) (NCCP/IICP). No protected species arc expected to be removed or impacted du6ng pipeline installation. No impact would occur, x � 16,10 MINERAL RESOURCES, Would the ro'ect: a. Result in the loss of availability of a known mineral.resource that would be of ❑ ❑ ❑ z? value to the region and the residents of the state? ;r b. Result in the loss of availability of a locally-important mineralresource recovery site delineated on a local general plan,specific plait or ether land ❑ ❑ ❑ use lan'? - s l a) Resath an tltn loss rsfavailcahillo ref a wotritl be of{�cr/ue to the i•eg on andthe y mWidentr P the,state?No Impact. `i The City's General Plan and Title 9,Land Use Code would not permit any miaeral extraction on or within the vicinity of the project site.Therefore,the project would have no impact. b} Result.int rine lr,.x:s rlfcriFuilrzhllit�rsf a lracally-inapnetant trriaaerrxl rr�,5auacc rccto��ety site rlelincated ren cr local general plana, spe,-ific plana or other land toss plan?No Impact. See response 16.10 at)above, r } 16.11 NOISE. Would The ro ect: a. Exposure of persons to or generation of rioise levels in excess of standards establisl-ed in the local general plan or noise orditxance, or applicable 0 M ❑ ❑ standards of other agencies? b, Exposure of persons to or generation of excessive groundborne vibration or ❑ ❑ ❑ roundborne noise lever'? c. A substantial permanent increase it) ainbient noise levels in the project vicinity above levels existing without the rolect:o ❑ ❑ ❑ d. A substantial temporary or periodic increase in ambient noise levels ill the Elro#ect vicinityabove levels existint without the project? i e,. For a project located within an airport land use plan or,where such a plan has not been adopted,within two riles of a public airport or public use airport, would lite project expose people residing or working in the project area to El Z excessive atoise levels'? $.4 �t'y Initial Stud /Erivironrne€nal Checklist -07- QtY of Sats Juan Ca !sirocco, California 3 f For a project within the vicinity of private airstrip,would the project expose eo Ie residing or working in fire ro'ect area to excessive noise levels`? � © El N a) Evposur°e gfper.vons to orgente ation of noise lvvely r'n cxcews gfstandards ea ablished in thelbcalgenera! ' flan or noise ordinance, or applicable standards of ether agenvies?. Less titan Significant With Hidgation Incorporated. f :1 The regional noise environment in the community of Sara Juan Capistrano is relatively quiet,with t <rffic on nearby roads and freeways providing the primary noise source,The land uses in the project vicinity include open space,parks,residential tracts,ccs€nAnercial businesses and schools, Population density is at a suburban level. Project construction Would result in intermittent, elevated, temporary noise levels in and around the 'E project sites. Construction noise and vibration would result fres€n operation of equipment and vehicles and i would fluctuate depending,on equipment type, duration of use, and distance between the noise source and receptor.Construction of the proposed project would temporarily increase ambient noise and vibration levels at nearby sensitive receptors(residences).The nearest residences are located within 50 feet from the proposed y pipeline. Xrriplerttcrrtatiort of Mitigation Measures N01-1 and NO[-2,in compliance with the;City of San Juan Capistrano noise:regulations for construction,would reduce noise acrd vibration impacts to less-than-significant levelfi. Mitigation Measures NON-1:Noise sources associated with construction, repairs, remodeli€zgr,or the grading;of any real property shall be limited to 7:00 a.m. to 6:00 p.m.on Monday through Friday,and from 8:30 a.m.to 430 p.rn. on Saturday.Construction is prohibited all day Sunday and on Federal holidays, N01-2: Alt constiuction equipment shall be equipped with available noise suppression devices and properly maintained mufflers, including"new technology"equipment capable of attenuating exhaust noises by use of unproved mufflers where feasible. All internal combustion engines will be equipped with mufflers as specified by the vehicle manufacturer.All construction equipment will be maintained in good mechanical condition so as to minimize noise created by poorly maintained engines,drive-trains or similar components (e.g. regular engine tune up, engine oil changes, drive train and track adjustment,and moving pans lubrication). N01-3: The equipment stwging area will be situated so as to provide the greatest distance separation between i constriction-related iioise sources mid 'noise-sensitive receptors nearest the project site during all Project construction. N01-4: If determined necessary by the Utilities Department Director, b,-,sed on the planned construction phasingJapproach, notification will be given to residences within 300 feet of planned construction activities thirty (30) clays prior to commencement of demolition activity, and will include a brief description of the project, the overall duration of the various construction stages, noise abatement meisures that will taken,and the name and phone number of the construction site supervisor or his designee to report any violation of a noise or mitigation standard, i b) Exposure gfper sons°to orgeneradon ofex(!avvivegrounelborne vilirat on orgtnr.rrldborne noise lovels? Lets than Sign?fieaia impact F; 5„ Initial Stud Environmental Cheoklist -38- City of Sar Juan Capistrano, California See response 16.1 t a)above, i c) 4 substantial permanent increase in ambient noise levels in the PI-9fect viciffi v CIbove le el.existingy without the prgjecf?No Impact .l Following construction,pipelines would be located below ground,The project would not include arty surface i structures other tLan minor pipeline:appurtenances.Therefore,no permanent noise impacts would occur. d) A substantial tempor ap�i or periodic increase in ainhient noise levels in the prgfect vicinity above lesjels exi4t ng Ivilhout trio prgject,gess than SIgnifice rq wvidli Mitigation Incorporated As noted above,the implementation of the,proposed project may result in short-term increased noise levels within the project vicinity due to cmistruction activities."Phis temporary condition would cease upon pt-oject � completion and is subject to the City's noise mitigation guidelines. See response 16,11 a)above. e) For a project located voidiin an airport land rise plan or, i here,such a plan has neat been adopted, t idlW two exiles gfa public airport oi,public line airport, ttfoulcl floe pig jeer crxp7.s'e people j�xic jlyr�>err wtror^lrir��,r iii E the prqject area to excessive noise levels?No Impact. As previously stated, the proposed proj.eot is not located within two miles of a public airport or public use airport. 'rile nearest airport, John Wayne-Santa Ana, is located approxinuitciy 20 pias utiles northwest and given the project's distance from that airport, no impacts are anticipated. f) F01-V.prgject Within the vicinl(y of a private airstrip, wvoukl they project elpos'e people,residing orworking in the project area to excers°vo noise levels?No Impact. The proposed project is not located within two miles of a private airstrip, The proposed ploject would not i insult in permanent personnel at the project site.'rherefore,the project would not expose perrple residing or working in the project area to excessive noise levels and no impact would Occur. 16.12 POPULATION&z HOUSING, Would the ro'ect; a, Induce substantial population growth in an area,either directly(for example: by proposing new I)t)mes acid businesses oe hidirectly(far example,tluuough D 3 G°Xti;t3StLlF1 oz t'OattS or fltllP.r rrtft'dltrsagture 7 �� V b. Displace substantial numbers of existing housing, necessitating. the El � construction of replacement homingelsewhere? c. Displace substantial numbers of people, necessitating the constrssf doll of i re lacern�;nt hausitt�elsewhere'? 0 D a) Induee substantial population growth in an area, either directly(for arample, I y proposing new l orales and hufines,ses)or indirectly(fur example, through extension cif rowels or other irlfrastructur^e)?Lass Than significant Impact. The proposed project were Id improve the local water system,providing water for existing and General Plan- anticipated development within the City,of San Juan Capistrano.'T he City's goal wit4 dais project is to increase the water sources to reach the trealment capacity of the GWRP with the re-establishtneat eftwo wells and the introduction ofthepipelinc to convey.T ae project would provideup to approximately 2,583 acre-feet per year Y:. Initial Stud IEnvironrnental Checklist -39- City of San Juan Ca €strarlc�, Ca€ifortsis (2,30-sstf d)of additional potable water.The proposed project would not dir'ect'ly contribute to the creation of additional housing or jabs within the.City of San.Tuan Capistrano or the County of Orange, Nater supplied from the local l roundwater basin for potable use would reduce the demand for imported water.As die project is designed to serve existing and General Platt-anticipated development within the City of Sant Juan Capistrano, the project would not induce unplanned population growth, Impacts would be less than significant. , h} Displace subwantialrawnbersafes;Vinghousung, nace,5sifaingthe construction gfroplacenlenthov in�� elsewhere?No Impact ,.i The proposed project is limited to the installation of water main conveyance pipeline underground with no °1 permanent change in above-ground land uses,and re-establishment of two wells at their current locations.The project would not displace any housing. 41 Y� c) Displace subsianlial m anber;s gfpeopM,necc,rsitatingthe construction of replcacerrzcnth�ittssr'n�,*efseVvtrc1j e? No Impact, See response 16.12 a)and 16.12 b)above, _ C y 4 H 16.13 -PUBLIC SERVICES, Would the project result in substantial adverse physical impacts associated with the provisions of new or physically altered governmental facilities, creed gar new or physically altered govemmertal facilities,the construction of which could causesiCgnifteant environmental impacts, i11 order to maintain acceptable service ratios, responte banes or other performance objectives ror any of tine public z services, i Fire ArotectioO ❑ Po ice Protection? ❑ ❑ ❑ Schsnls? ❑ ❑ ❑ M Parks? El ED o lser public raciliti"'? ' ❑ ❑ ❑ I li'irte .j•cicctintz? } p ti'rr Iratlstrct. i Proposed project implementation would not result in substantial adverse physical impa,,ts associated with the provision of new or physically aliened fire protection,facilities. } 'rsli e pro No Impact, "X'hero are no signif"tum impacts related to 1)01ice protection Or service anticipated with implementation of the proposed project. 3) Schools?No Impact. i. Initial StudvfEnvironmental Checklist -40- Cit flf 5�rrr Juan a istrano, California Implementation of the proposed project would not result in the need for the construction of additional school facilities. Therefore, no impacts.in this regard will occur. 4) Paar ky?No 1'mpact. Implementation of the proposed Project will trot iffect any existing park Facilities nor increase the demand for additional recreational facilities. Therefore, no impacts to parks arc anticipated as a result of this project. S) Other publiefiacilidies?No Impact. No significant imps cts to other public facilities are antici}gatedto occur with project implementation. ;< SA 16.14 RECREATION.Would the project: i a, Would the project increase the use of existing neighborhood and regional .a parks or outer recreational facilities, such flint substantial physical 0 El El n deterioration of the faoility would occur or be accelerated? F b. Does the project include recreational facilities or require the construction or expazssiOn of recreational facilities, which might have an adverse physical d [I ❑ eft"ect on the enviranment'? I s< 't ca) Would the 17mject increase the use cif existing neighborhood and regional parks or rather recreational facilities such that.5°1(listantial physicarf deterioration cif thefycitity wardel occ ur-or be acceterelled?Less E' than Significant with Mitigation Incorporated. j The proposed project would construct an underground waterpipelitle and re-establish two existing wells.The project would not increase the weof existing neighborhood and re:gioaraI parks or other recreational facilities and no impact would occur.Nor would the proposed project require the construction of additional recreational F facilities, However, the;projectt would temporarily disrupt the bike path during construction of the pipeline resulting in a potentially significant impact to recreation, However, with the implementation of Mitigation Measure REG 1,which would require a bike,path constnntction detour plan,inVaicts would he reduced to below a level of significance, Mitigation Measures RRC-t; Prior to the issuance of the constructiotl pernlit the contractor shall prepare and implement a construction detour plan for the bike path subject to Utilities Depawmnt review and approval in corzsultartion with.the Community Services l3(,,parlmunt. h) Iger riler'o#ect ir�c/role reereutirrracrl. rcilities or r^ tltrixe the cnns'd#bff,CtC)i1 or c rlaaarrsia»of recreational fttcilities• which might have all WIWI;=~e Physical qfecd on the environment?No Impact Sec response 16,14a)above. E Initial Stub /Environrnenta Checklist -41- C[ty of San Juan Capistrano, California Sis S O L Le w ��•�L y' L•/•' 26.15 TR&NSPC}RTA` TON/i"RAFFIC. Mould the project, a. Cause an increase in traffic which is substantial in relation to the existing � traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips,the volume to capacity ratio on saris or congestion at intersections)? b. Exceed, either individually or cumulatively, a level of service standard established by the county coag tion/managetxsent agency for designated roads or hi rwa s c. Result in a change in air traffic pattern4s,including either an increase in traffic levels or a change in location that results in substaa nal safer risks? d. Substantially increase hazards tine to a design feature(e.g.,sharp curves or El Ej E) z r dart Brous inteisectiot3s or incorn alible uses(e. tntt equipment)? e. result in inadequate emergency access'? � � � ❑ � r; f. Result in inadequate parking capacity'? l i t;. Convict with adopted policies, plans, or programs supporting; alternative trans oalation blas turnouts,bicycle racks ca) Mould fhe prgJect cause ars increase in trcrf�c urlriclt is,iul�.szar3ticrl in ret�rtirrra tri tl�e ei:i,sting trctf�i:c lrxxcl crrrcl ccrlsacity of tlrc.stteet sy,sterar�i.e.>rUsult trr a strhitcrraticrl itrcrc�rrs•cj irr eithcsr llre=aairrtlrer ofa�Iticle trips, ':i the vohcntc: (0 capacity ratio an r'oadls, or congres•dion at infervections)j Less than Sr`guffleant with Il ti c don hicorporated. Tire pipeline wou ld be instal ted w ithin a five month period,and would temporarily dist-upt individual segs'nents for less bane.These segments include a parking lot area,as well as sortie roadway and bike path crossings.Asa result,the construction activity would have the potential to have temporary construction impact. ]=owever,the implementation of a traffic control plan during construction would reduce traffic impacts to below a level of significance. e Mitigation Measures 4 si TRANS-1:Prior to the issuance of the construction permit the contractor shall develop and implement a A traffic control plan subject to prior review and approval by the City Engineer or his designee, The traffic control plan shail include the limitation of constructions to 7:40 a.m.to 6:00 p:ni, on Monday through Friday, and from 5:30 a.m� to 4:30 p,m. on Saturday. Construction is prohibited all day Sunday and on Federal holidays. b) Eccoad, either individually or c zfmulutivel}r, a level n%service vandard estai AOled by the count), conge.t on ratanagenaent a ency.for dt--Wgnated roads or highways?,taws than Significant } See response 16.15 a)above. i. c) Res alt in a charge in air trrxffic pattet'ri.s, including either an imr rea& in li°qf is TcveLr or a change in t: location that results in.vubslantia .scifety r1,slcs?No Impact a; r The project will not induce unplanned population growth,and the efore would not aff6ct increased air traffic patterns (see section 12,1 (a)above). No impact would occur. f Initial Study1Environrrtntal Checklist -42- City of San Jttarr Ga istra , Callf€irrtla d) Substantially increase hazards due to a design feature(e.g., sharia curves or dangerous intersections)or � incompatible uses{e.g.,farm€ equipment)?No Impact � ,i The proposed projeot would not change the configuration (alignment) of area roadways, and would not i introduce types of vehicles that are not already traveling on area roads. The project would not result in increased hazards to design features. 4 cj Result in inadequate emergency accay.s?Less them Significant Impact, i The project would be subject to City and/or Caltans eher>entyaccess plans(depending upon the pipeline segment).The project involves ttinporary,minor disruptions of land area and traffic and parking patterns for short amounts of time(up tofive months in total).The project would comply with temporary traffic control plans, and its impact would be less than significant. f) Result in inadequate parking caeca it,?Liss than Sign ican The project would temporarily disrupt parking at Calle Arroyo Cottages parking lot and it would add a short- term parking demand for construction workers and cfomtruction vehicles as the crew moves along the s installation alignment.As a result,the construction activity would have the potegtial to have ternporary parking impact on on-street guest parking. However,the implementation of a traffic control plan during construction would reduce parking impacts to below a level of significance-Operation of the proposed project would not result in parking demand except for limited maintenance vehicles. Maintenance vehicle parkins; could bo accommodated along the shoulders of area roadways or in parr parking lots.See mitigation measure Trans-1 above. g) Cnrl#liCt W1111 radOt?tCd poli.-les•, plans, or programs •gtppor^8ing alternative transportation (Cj.n, bus tu.rnouts•, bicycle iwcks)?Less than Sign€�ficant Impact. y 4 The community of San Juan Capistrano has an extensive network of bike and pedestrian trails.As the project pipeline will be installed under area bine paths,temporary disruption would occur, However, no perraam,*t changes would occur. Re-surfacing of the bike path where dismpted for the pipeline would comply with City requirements and the Uniform Building Code. Impact would be temporary and less than significant. F SO n ar 16.16 UTILITIES AND SERVICE sys'mms.Would lire ro°ect: ' a, Exceed wastewater treatinont requirerrrents of the applicable Regional Water ❑ ❑ ❑ Quality Control Board`. b, Require or result in the construction of now water or wastewater treatment facilities or expansion of existing facilities,the construction of which could 0 IZ cause significant environmental effects? c, Require or result ua the construction of new stonn waterdrainage facilities or expansion of existing facilities, the construction of which could cause ❑ {� ❑ significant envirom e tal effects.! �6 d. Have sufficient water supplies available to:serve the project from existing ❑ ❑ ❑ entitlements andxesourms,or are,new or expanded entiderncnts needed? j !atrial Stud /Environmental Checklist -43- Uty of San thin Capistrano, Californl Bre 5e � ' � i e, Result in a detennination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project=s 11 Q d 2 :1 projected demand in addition to the provider=s existing commitments? f. Be served by a lat.dfill withsufficient tient permitted capacity to accoaunodate the 11 El El E A prcr'ect s solid waste disposal needs? g, Comply with federal,state,and local statutes and regulations related to solid El ❑ ED Z } waste? u) Exceed Wastewater treal.ment requirements gf#heapplie rhle Regional tauter Quality Control Board?No Impact. ; The proposed project is limited to the construction aad operation of recycled water pipeline and two wells. Water would be treated to potable water standards at the GW P.However,the proposed project would affect � any 4yastcwator-treatment infrastructure.N impact would occur. la) Idetjari€� nr rc�°talt i€a the cnrslr•trcCi�>rz flf rrer�, �cttc�r na• ivcrste�t�c�tcr tre�trrrent.frr�.ilities vr•c��zrrs�ir�rx �f° ca ivingffircilif=vs, the con-Y truc:tion of which cornet eaarse sigmr ficcanf environmental effsCt..s?No Irtrpcxct Water conveyed by the project would be treated to potable water standatds at the existing GWRP;The project would not require the construction of a new eater or wastbwater treatment plants or other such facilities. Therefore,no impacts would occur. c) Require or wsult in the construction cif new stormwrater druina e,frcilities or expansion Qf existing .facilities, the comviraretion r?f which could eause.sign ficcant environniental Gf ecty?No Impact, The project would not requite the construction of neve stormwater drainage facilities or expansion of existing facilities, no impacts would occur. cl) I-1`tr�re su�ieizr�t�,�ter supl>lzc�5•�r�crilrrlile to scrt�e t.1ze pr ujc�c#,,�•nrn�xi.rting c�€ztitlenzcrz,ts canrl r�snur cc�,s� or• F are neve or expanded entitlonents needed?No Irrrpaa The proposed project is consistent with the Sats.lune Capistrano General flan,(San.Juan Capistrano, 1999) J. and toe San.Tuan Capistrano Nater Master Plan.The project would enhance set-vice flexibility of the system. No adverse impacts to the water supply would occur, a beneficial impact would result. e) Result in u deter rrzinutiorz lay the t�trste=njralcr.treratrraentl3ratricler vt3Jzich sc�t��es or•rzatry sc'+•r�c�tlac para j�c;t that. !�: it has adequate,carp achy to sen,e the prq ect's prr?jected demand in addItIon to the provider's existing c;carrr.milmenis?No Iinac4 See response 16.16 d)above. l Re .served by a lawpfill with .sgfficient per€rziltad capucioj to accommodate the pro eN.'.V ,solid Avasic, disposal needs;?Le-.v than Significaw utpact. Solid waste generation would be limited to minimal construction activities, howevermuch of the pipeline alignment requires demolition of existing paving;and asphalt,This would create construction debris that could add to area landfill demands,on a temporary basis during demolition. Initial StudyIEnvironrnental Checkfist -44- Citycpf"San Juan Capistrano, Cafifomia The California Integrated Waste Management Act of 19$9( B 939)required each local jurisdiction to divert 50 percent of discarded mate6als from landfills beginning on January 1, 2000 and to maintain that level of diversion in subsequent years.Diversion includes recycling and reuse,Where-applicable.As para of the.City's diversion program,it established a Construction and Demolition(C&D)Waste Recycling Pi-ogr am(Ordinance No.887 and Resolutions No.03-11-04-04)to help in divertingC&D waste from landfills,The ordinance,will require during demolition that the project divert of 50 percent of project conercte and asphalt construction t debris,and 15 percent of its remaining debris,The ordinance further requires that,50 percent diversion of all ;# construction debris associated with construction(following demolition)efforts.With in.plet.mentation of the City's divorsion program,project impacts would be considered less than significant. a g) Comply with federal, state, anal local statum and reguladons related to solid waaste7 No Impact. ' The contractor would be required to comply with all pertinent regulations regarding the disposal of solid waste generated by construction activities, including the safe disposal of any hazardous ;.materials. Therefore, no impacts would occur. x7� f - 0. 16.17 MANDATORY FINDINGS 0r,SIGNIFTCANCE� Would the project: t a. Does the project Dave Ehe potential to degrtlde the quality of the environment, substantially reduce the habitat of a fish or wildlife species,cadre a 5811 or wildlife population to decrease below self sustaining levels, threaten to ❑ ❑ ❑ etinlirrate a plant or animal co"ininunity, reduce the number or restrict the range of a rare or endan erod plant or animal, or eliminate important examples of major periods of California hiskor or rel.isto 7 b. Does the project have impacts which are individually li;t.ited, but cu€nutativeiy considerable C Caunulatively considerable"means the projoct-s ❑ ❑ ® ❑ incremental effects are considerable when compared to the past,preserpt,and fatu,e effects of Other ro'ects ? c. Does the project have environmental effects which will have substantial ❑ ❑ ❑ adverse efrects on burnan beirr s direct!y or indirectly' i d. Does the project have the potential to achieve short-term,to the disadvantage ❑ ❑ 0 ❑ of lon -tear€.environtuental oals? a) Dass the prnlect have the potential lo,lobstanlially degrade the quality of the e1z1�i�artrrrc�rtt,,Srclastal�tiully rccltace the habitat of a fish or lvile ltfe,species, cause ra,fa:vh or wilidlffe population to drop below ie^ sustaining levels, threaten to eliminate a plant or animal community, Peclrtce the number or rmtriet the Pei nge of a rare car cndangt v-e d plan or animal o eli.n?inate lrssportant examples q f the rrrajrrr•poraiods of C'alafbrnia history or prehistory?Less discs Sit;atifxaant with Mitigation Incorpor ateal Based on the analysis above(sections 1.6,1 through 16,16),the proposed underground municipal pipeline and well.project with mitigation incorporated(as specified where appropriate above)will not degrade the quality of the enviror.r..ent or substantially reduce the habitat of fish or wildlife species,cause a fish.or wildlife species population to drop below self sustaining levels,threaten to eliminate a plant or anir..a€community,reduce the Initial Stud !Environmental Checklist .45- Cl!y of San Juan Capistrano, California number or restrict the range of rare or endangered plant or animal species,or eliminate impor taut examples of the major periods of California history or prehistory. Potential impacts<associated with the implementation of the pipeline project would be less than sig ifrcarat. a (r) Does' the prrlject have inapaacts that art, indh4du ally limited, but ctarnulatively corrWdc-,sable? 1 ">vunraticatt,ely ccrrrsitfertrhle " means that the iarerenrerrttrt efrkts cif ca project tyre can sid rabk when ;clewed in connection with the�ffects of pcast prnjects°, the effects ofother eterrent&gjecfs, and the effects 3 gfprohably fufure prq ects)?Less than Significant Iinpact. 5 The proposed project's environmental impacts would be limited to short--term constmetion impacts which would be reduced to less-than-significant levels with implementation of mitigation measures identified in this � document. Therefore,the project would not contribute to cumulatively consider-able impacts. c) l atFe err,irr trrtaentul cJfeets that will cause substantial advej;ve c,facts on haararun beings,either clirc>ctly or indirectly?Less than S'igni fliva rt with Mitigation Incorporated. The responses to the environmental checklist questions above(see.sections 16.1-16,l G)show that the project would not have environmental effects that would have substantial adverse impacts on humans, with implementation of the proposed mitigation measures. � d) Have the potential to achieve short-terna em4ronmentcal goals to the di,sc.dv antrge of long-terra envir onnierrttal goals?Less than Significant Impact The proposed project would improve the grater distribution system in the City,Alt impacts from the proposed project erre temporary in nature, limited in extent,and would be reduced to less-than-significant levels with implementation of mitigation measures identified in this document.The proposed prajec;t is consistent with future growth that is anticipated as part of the City of San Juan Capistrano General Plan(Baru Juan Carpista-ano, 1999). els a result, the project daces not achieve short-terra environmental goats to the disadvantage;of long- tezxn environmental goals. 17. PREPARATION. The initial study For the subject project was prepared by. (7 ii Kevin Smith, Project Manager Environmental Science Associates f: LAM STATE OF CALIFORNIA sir Govallos s OFFICE of PLANNING AND REsFARcH STA'T'E CLEAMNGI OUSEAND PLANNING Ulm' l �saxaa. ��aaz 7anusxy2l,2t31f3 nRY DEPAMENT for,Mankawich City of San In=Capistrano 32400 Pasco Adolanto SA �J San.]wenn Capistraw,CA 92675 NO Subject: San J=n Capistrano Eastern Wells and Pipeline project SCH#. 2009121056 Dear Toe Mankawich: The State Clearinghouse subnaUd the above tamed Mitigated Negative Declaration to selected shite apacies for review. The review period closed on January 19,2010,and no state agencies Ribmitted dents by that date. This letter acknowledges that you have complied with the State Clearhrkghouse reviewrequiren=u for draft environmental doce nts,pursuant to the California Envxonmental Quality Act. Please call.the.State Clearinghouse at(916)445-0613 if you have any gttesdons regarding the environmental review process. If you have a question abet the alcove-aam ed prgj=,please refer to t1 tomdigzt State Clearinghouse mnvber wbcn contacting this office, Sincerely, Wit Morgan. .Acting Director,State Clearinghouse 140010th Stat P.0 =300 ramauto,California 95B12-3044 ww,oprzLgov Document Details Report State Clearinghouse Data Base SCH# 200912/056 Piojecf TWO San,luau Capistrano Eastern Walls and Pipeline Project Lead Agency San Juan Capistrano, City of Type MND i`Augated Negative Declaration Deeorlpillon The proposed project would consist of the GonstruMDn Of tWo replacement groundwater production wells,along with a collection pipeline.The proposer!South Cook Park Well and Well 5A are two of the seventeen wells identified in the diversion permit The'proposed collodion pipelifle woutrri connect the two replacement yells,South Coals Paris Well and Wall 5,A.,plus a third existing well,Tiredor Well,to farm a groundwater collootion system in the vicinity of San Juan Creek and south of Calle Arroyo,The collection system would supply waterfrom the San Juan Groundwater Basin(basin)to thS City of San Juan:Capistrano's Groundwater Recovery Plant(GWRP,located at 32470 Pasao.Adelanto)for treatment before being introduced Into the public water supply system,The treatment consists of ;removhg!ran,manganese and total dissolved solids(IDS)from the groundwater.The current capacity of the GWRP Is 6.1 mgd(5,712 afy)which is withln the limits alloCSted by the diversion permit of 8,i)26 afy.The addition of the proposed South Cook Park Weil and Well SA along with the current operating wells will not exceed the allotted amount of water to be extracted under the diversion permit, The GWRP is currently fad by six(6)wells in the basin;Dance Hall,Tirador,CMD No. 1,CVWD No. 2, SJBA leo.2,and SJBA No.4.Phase i of the GWRP required 8 wells to feed the GWRP.The South Cool Park Well and Well 5A will complete the well requirements under Phase 1 for the GWRP,and will allow for effective management of the basin water.The purpose of the two replacement Eastern W9115 (South Cook Paris Well and Well 5A)Is to provide system reliabll€ty and ultimately improve the fleAbility of portable water production from these existing group of&volls. Lead Agency Contact Name Jos Ivtankswich ,Agency City of San Juan Capistrano Phone 849-467-1313 Fax ertraef Address 32400 Passo A€telanto Cliy Sart Juan Capistrano Stats CA ,ZfP 52675 Project Location County Prange City San Juan Capistrano Region Latl Long Cross Streets Calle Arroyo and Rancho Maio Road Parcel Mo. Township Range Secdon Base Proximity to., Highways 1-1wy 5,74 Airports Railways OCTA Metrolink RR Waterways, Sart Juan Creek,Oso Creek,Trabucc Creek,Homo Crook schools Land Use This project site has a General Plan land use designation of,Sart Juan Creek and the adjoining bank areas as"'t.£!-C neral©pen Space", and C.Russell Cock Parc is designated"1.3-Community park*, The zoning"GNS"!(general open space j;Park is 40PH Community Park. Note. Blanks in data fields result from Insufficient information provided by lead agency. Document Details Report State Clearinghouse Data Base Projoct tss€res Water Supply;Water Qs.rai€ty;Vegetation;Traffic[Circulation;To*/Hazardous;rdous;Soli Eras€onlCompacflon/Grading; Public Services;Noise;GeafogWEleismic,Landuse;Curnufative Effects; . Drainage/Absorption,Biological Resources,Archaeo€ogic Historic;Air Quality;Aesthetio/V€sus€ Rewowing Resources Agency;Department of Fish and Garne, Region 51 Department of Parks and Rac reation; Agencies Department of Water Resources;Caldorrmis Highway Patrol;Caltrans,District 12;Department of Health Services,State Nater Resources Control Board,Divisors of Financial Assistance;State Water Resources Control Board,DiVision of Water Rights;Regional Water Quality Contrr l Board, Region B; Native American Hwitage Commission;Public utilities Commission Date Received 12121/2009 Start afReview 92!2112009 i~nd ofReview 01/19/2010 hurts: Blanks in data fields result fmrn lrtsuftiesrt information provided by lead agency. DEPARTATENT Off' SPORTAT O �m f T Di*id 12 TT333��7�M�iiIcp dift�,13Q�,ve,Bunte 380 ovine,C-A 9.2612-88M Tel:(949)724-22A1 AN S 9, Zoo FW(949)724.2592 e orgy� 1 .Janne 13,2010 Joe Manimwich Fite: IGRICEQA City of San Juan Capistrano SCIS: 2009121056 345601 Pawl A.delanto Log#: 2434 San Juan Capist no, CA 92675 I�5 Subject: Sou loam Capistrano Eases Fells and Pipeline Project(project NO.208591) Dear ISS°,Mwhwich Thank you for the opportunity to review and comment on the Initial Study and Afitigated Negative Dechtration (CS ) for San "sin Capistmoo Eutern 'Mello and Pipe Project. The proposed project consists of construction of two replacement groundwater production wells., alb with a collection.pipeline. The proposed South Cook Park Well and WeU 5A are two of the seventeen wells identified in the diversion pmt. The proposed wllectioia pipeline would connect the two replacerrrent wells, South Cook Park Well" plus a third wdsting well, 'Tirador well, to form a groundwater collection system in the viciniq,of San Juan creep and South Calle arroyo. The pxojed site is located in the City of San Jan Capistrano and the nearest State row to the project site is 1-5. The Department ofTransportation (.Department)is a responsible agency on this project and we have the following comments. 1. The proposed work within the Department's right of way is not clwr F4We 2 (Proposed Project) depicts the proposed crossing of a pipe across I-5. A=ording to the bottom of Page 6 and the top portion of page 7, the Jack and Boring method will to applied.. Where will the Jacking pits be shuatod? Will the Jacking Pits be located outside of the right of way? Figure 2 also depicts the installations of a pipe adjacent to NB 1-5. Will the pipe be installed outside of the Department's right of way`?Please elarify. 2. In the event of any acd-vity in the I rpt"s right of way, an e=oachment perit will be required. For specific details on Encroachment Permits procedure, please refer to the Department's Encroachment Permits mal, Seventh Hition. Tf the environmcntal dcawnienCation for the project does not meet the Department's regtairewrnents, additional documentation would be required before approval of the e=oachment permit. This Manual is available on the web site; ww4 dot.ca,gov/hgltraffops/dev ops/pis/ 3, For all work within. the Depar tmew"s ri& of way, a Storm Water Pollution Prevention Pkn (SWPPP) must be created and subadtie d for approval prior to any work begiand nuLq be implemented to protect water quality. I DFS/Water Quality related permits that may be "Calmgns imp-wom-6diay 4=uVi a„ required for this project within the Demps right of way, including dewatering permit($) will have to be obtained and operated by the project proponent. Dewatering effluent, new or increased surfam flows, produWmaterial resulting from sal erosion or any other c'Ontgninate will not be paidued to,enter into or be discharged into l part ent's d& of way, Dig the EncrOadment re it application process, the NPDES emit must review aM approve mal plans for anylall work within the L)coarftftnt's right of way, Please continue to beep us infbrmed of tris project and any fuWre developments, which could potentialty impact the State Transportation FacRities, If you have any questions or need to coal us, pleas do not hesitate to call Maryam Molavi at (949)724-2267. Sincerely, Christopher Hove, Branch Chief Local develop e .t rater over ental Review Ir 32440 PASS©ABEL AtVTO J MEMBERS OF THE CITY COUNCIL SAN.lt1AN CAI'ISTE2ANQ,CA 92675 �i�� M ALLEVATO (949)493-1171 SAURAFREES (949)493-1053 FAX o � irttearoaetta LAi7RAFREESE titARttiau I96I www.sanjuancaprstrano.nrg THOMAS W.HRMAR !r?6 MARK NIELSEN • OR.LONDRES USO e s TRANSMITTAL TO: Pro-Craft Plumbing Company 31597 Outer Hwy, 10 South, Suite B Redlands, CA 92373 DATE; May 12, 2010 FROM; Christy Jakl, Deputy City Clerk (949) 443-6310 RE: Contract— Eastern Wells Pipeline (CIP 08802) Thank you for providing documentation confirming compliance with the terms of the agreement related to insurance. Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please call me at (949) 443-6310. If you have questions concerning the agreement, please contact Joe Mankawich, Associate Engineer at (949) 487-4313. An original contract and escrow agreement is enclosed for your records. Cc: Joe Mankawich, Associate Engineer Scan Juan Capistrano: Preserving the Past to Enhance the Future o * Printed on 300%recycled paper Joe Mankawich From: Candy[candy@procraftplumbing.com] Sent: Wednesday, May 05, 2090 1:38 PM To: Joe Mankawich Subject: Eastern Wells Escrow Agreement Joe, Per our conversation,there is not a page missing from the Escrow Agreement. It is a formatting problem and a blank page prints so there is no missing page. Hope this helps. ("erngY C"r)(.ms Pro-Ci°cft Nu mbitig C'ompcmy, Inc. 909.7 0.5222 909.797.2812 a �,trr� Frx O'Om a"Y Aria. i ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into, as of Month and day, Year by and between the Client whose address is Address hereinafter called "District," whose address is , hereinafter called "Contractor" and whose address is , hereinafter called "Escrow Agent." For the consideration hereinafter set forth, the District, Contractor, and Escrow Agent agree as follows.- (1) ollows:(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by District pursuant to the Construction Contract entered into between the District and Contractor for in the amount of , dated (hereinafter referred to as the"Contract"). Alternatively, on written request of the Contractor, the District shall make payments of the retention earnings directly to the Escrow Agent. When Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agency shall notify the District within ten (10) days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the District and Contractor. Securities shall be held in the name of the District, and shall designate the Contractor as the beneficial owner. (2) The District shall make progress payments to the Contractor for those funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. (3) When the District makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this Agreement is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this Agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the District pays the Escrow Agent directly. (4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the District, These expenses and payment terms shall be determined by the District, Contractor, and Escrow Agent. (5) The interest earned on the securities or the money market accounts held in Escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the District. Page I (6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from the District to the Escrow Agent that District consents to the withdrawal of the amount sought to be withdrawn by Contractor. (7) The District shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the District of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the District. (8) Upon receipt of written notification from the District certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less Escrow fees and charges of the Escrow Account. The Escrow shall be closed immediately upon disbursement of all monies and securities on deposit and payments of fees and charges. (9) Escrow Agent shall rely on the written notification from the District and the Contractor pursuant to Sections (5)to(8), inclusive, of this Agreement and the District and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above. (10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the District and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as set forth on the following page. In signing below, the Contractor covenants that it has complied with the signature requirements described in Paragraph 4 of the Information for Bidder Form. On behalf of District: On behalf of Contractor: Title Title Name Name Signature Signature 950 "M Street Ontario, California 91762 Address Page 2 On behalf of Escrow Agent: Title Title Name Name Signature Signature Address Address At the time the Escrow Account is opened, the District and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. District Contractor Title Title Name Name Signature Signature Escrow Agent , Title Title Name Name Signature Signature Page 3 Today's ©ate: April 27, 2010 Transmittal Routing (Check All That Apply) ❑ City Attorney City Manager City Clerk CITY MANAC� R CONTRACT TRANSMITTAL Cts' No. (if any): Project Manager's Last Name: J. Mankawich Phone Extension: 4313 Provide (1) executed original contract for each signing party, including the City. If the agreement is to be recorded —only (1) original will be recorded with certified copies going to other parties. Please provide the mailing address of any party to receive an agreement — unless the mailing address is included within the body of the agreement: (Not necessary if information is included in the contract) Names I Street city St Zi OTHER INSTRUCTIONS: Please have Joe Tait sign and return to the City Clerk's office for final execution. i Q sP, z N'"IuRrar�alrrxgP corrapan,�.Xrxc. Si;ris iture of Quality 31597 Outer Hwy. 10 S., Suite B, Redlands, CA 9237; 909-790-5222 * Fax 909-797-2812 License#467234 C-36, C-34, B, A, C-42 � Letter of Transmittal L.,,.� �00Date: April 14, 2010 To: Mr. Joe Mankawich From: Candy Coons City of San Juan Capistrano Pro Craft Plumbing Company, Inc. 32400 Paseo Adelanto 31597 Outer Hwy. 10 S., Ste. B San Juan Capistrano, CA 92675 I Redlands, CA 92373 Re: Re: Eastern Wells 16-inch Pipeline (CIP NO. 08802) Please find enclosed the following documents for your review and processing: • Two (2) Performance Et Payment Bonds • Two (2) Escrow Agreement with Account and Deposit Instructions attached • One (1) Certificate of Insurance - Original faxed and mailed directly from Agent • One (1) W-9 Form • One (1) Prime Contractor Contact Information Sheet • One (1) MSDS Book • One (1) I.I.P.P. Book Please contact our office if you have any questions regarding these documents or need additional information. We look forward to working with you and the City to make this upcoming project a successful one. i i 1 i 1 i III - Signature of'Qualiky 31597 Outer Hwy. 10 S., Suite 13, Redlands, CA 9237 �f M-0 909.790-5222 *Fax 909-797-2812 License#467234 C-36, C-34, S, A, C-42 CC// Letter ®f Transmitta � pate: March 30, 2010 ,,, Mn -. : I To: Mr. Joe Mankawich WVµ W s. From: Timothy McFayden City of San Juan Capistrano Pro-Craft Plumbing Company, Inc, 32400 Paseo Adelanto 31597 Outer Hwy. 10 S., Ste. B San Juan Capistrano, CA 92675 Redlands, CA 9.2373 Re: Re: Contract for Eastern Wells Pipeline (CIP 08802) Please find enclosed two (2) signed contracts for the above referenced project. Once we receive the Notice to Proceed we will forward the insurance, performance Et payment bonds and other documents required. Please also forward a fully executed contract for our files. Please contact our office if you have any questions. 60- Pas K- I I I i 1 i ��uan�ar►ar cor,py N., W PRIME CONTRACTOR INFORMATION SHEET Signature ofQuality Contractor: Pro-Craft Plumbing Corn an Project: City of San Juan Capistrano Eastern Wells Pipeline Project Manager: Chris McFayden T Contact Information: Telephone#: 909-790-5222 Ext: 104 Fax #: 909-797-2812 Mobile Phone#: 909-618-3485 Email Address: chris(d)-procraftplurnbing.com Address: 31597 Outer Hwy. 10 S., Ste, B Redlands CA 923732 Project Superintendent: Travis Burton Contact Information Telephone#: 909-790-5222 Ext: 123 Fax#: 909-797-2812 Mobile Phone#: 909-747-5684 Email Address: travis rocraft lumbin .corn Address: .31597 Outer Hwy._10 S. Ste. B Redlands CA 92373 Emergency #: 909-618-3485 Secondary: 909-725-1383 Accounting Contact (for payments): Susan McFa den Contact Information Telephone #: 909-790-5222 Ext: 105 Fax#: 909-797-2812 Email Address: SusanPprocraftplumbing.corn Payroll/Certifications: Jillian Elliott Contact Information Telephone #: 909-790-5222 Ext: 102 Fax#: 909-797-2812 Email Address: jillian rocraft lumbin .com 31597 Outer Hwy. 10 South, Suite B, Redlands, CA 92373 909-790-5222 * Fax 909-797-2812 License#467234 C-36, C-34, B, A, C-42 ,P/'�:rrrxfaprag� Corrrp�r�,y ln:c. Signature Of Quality Please CC: Candy Coons on all Correspondence and RFI Answers Telephone: 909-790-5222 x 101 Email Address: candy@procraftplumbing.com Submittal Coordinator: Travis Burton Contact Information Telephone #: 909-790-5222 Ext: 123 Fax #: 909-797-2812 Email Address: travisO)Procraftplumbing.com Insurance Information Contact: CandyCoons Contact Information Telephone: 909-790-5222 Ext: 101 Fax #. 909-797-2812 Email Address: candy@procrafti)[umbing..com Remarks: If you need additional information lease give our office a call. STOP NOTICE NOTICE TO: City of San Juan Capistrano 32400 Paseo Adelanto, San Juan CUistrano, CA 92675 Mw PRIME CONTRACTOR: Pro-Craft Construction. Inc. dba Pro-Craft PrIlumbina SUBCONTRACTOR: Lagy Jacinto Construction,.Inc. ZGH Ap", 28 . 1' E5, 2(11, OWNER: City of San Juan Capistrano PROJECT: "Eastern Wells Water-Pipeline", located ��Avenida:Padre and Avenida Los Amigos, the City of San Juan Capistrano, County o4'6'r'a'n`g:e, State of California. PLEASE TAKE NOTICE that Cemex Construction Materials Pacific, LLC, Claimant, a corporation, furnished certain labor, service, equipment or materials used in the above described work of improvement. The name of the person or company by whom claimant was employed or to whom Claimant furnished labor, service, equipment or materials is Lagy Jacinto Construction,.Inc. The kind of labor, service, equipment or materials furnished or agreed to be furnished by Claimant was read concrete, sand, gravel and supplies. Total value of labor, service, equipment or materials agreed to be furnished $23,408.64 Total value of labor, service, equipment or materials actually furnished is . . . . . $23,408.64 Credit for materials returned, if any . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $NIA Amount paid on account, if any . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $N/A Amount due after deducting all just credits and offsets . . . . . . . . . . . . . . . . . $23,408.64 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$23,408.64, as provided in Sections 3156 through 3214 of the Civil Code, and in addition thereto sums sufficient to cover interest, court costs and reasonable costs of litigation, as provided by law. A bond is not attached. DATE: April 26, 2011 CLAIMANT: Cemex Construction Materials Pacific, LLC By: Mark A. Walsh, agent 420 Exchange, Suite 270 Irvine, California 92602 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 own knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this 26th day of April 2011, at Irvine, California. Mark A. Walsh, agent 295,227 MAW 22830411 Dated: 03/69/11 CA987005 7114 ' 389 6621 2201 2862 CALIFORNIA PRELIMINARY" NOTICE In accordance with sections 3097" and 3098, California Civil Code This is not a Lien, This is not a reflection on the integrity of any contractor or subcontractor Reputed Owner 1 -You are hereby notified that 03/09/11 CA987005 CLEMENT SUPPORT SERVICES CITY OF SAN JUAN CAPISTRANO 480 VANDELL WAY 32400 PASEO ADELANTO CAMPBELL CA 95008 SAN JUAN CAPISTRANO CA 92675 2- Has furnished or will furnish labor, services,equipment, or materials of Reputed Construction Leader or Lessee the following general description: CO# EASTERN WELLS 16" PIPELINE PIPE HANGERS & SUPPORTS BOND#729-716P/DEV SUR&IND CO % INLAND SUR BOND/4371 LATHAM 3-An estimate of the total price of the ST#201/RIVERSIDE CA 92501 labor,services, equipment, or materials furnished or to be furnished is: Reputed Original Contractor $25,000.00 PRO-CRAFT PLUMBING COMPANY INC 31597 OUTER HWY 10 SOUTH #B 4-The building,structure or other work of REDLANDS CA 92373 improvement is located at: JOB#21024 A.D.C. UNKNOWN E. WELLS 16 INTERSECTION OF CALLE NOTICE TO PROPERTY OWNER ARROYO &VIA PARRA IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, SERVICES, SAN JUAN CAPISTRANO, CA EQUIPMENT, OR MATERIALS FURNISHED OR TO BE 5-The name of the person or firm who contracted FURNISHED,A MECHANICS' LIEN LEADING TO THE LOSS, for the purchase of such labor,services, THROUGH COURT FORECLOSURE PROCEEDINGS, OF ALL equipment or material is: OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY PRO-CRAFT PLUMBING CO. BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU 31597 OUTER HGWY S#10 HAVE PAID YOUR CONTRACTOR IN FULL. YOU MAY WISH REDLANDS, CA 92373 TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR CONTRACTOR TO FURNISH A RELEASE= SIGNED BY THE PERSON OR FIRM GIVING YOU THIS NOTICE 6-Name and address Trust Funds to which Supplemental Fringe Benefits are payable BEFORE MAKING FINAL PAYMENT TO YOUR CONTRACTOR r OR(2)ANY OTHER METHOD OR DEVICE THAT IS (if applicable): .,:; '4 APPROPRIATE UNDER THE CIRCUMSTANCES. OTHER THAN _ RESIDENTIAL HOMEOWNERS OF DWELLINGS CONTAINING r FEWER THAN 5 UNITS, PRIVATE PROJECT OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN 7 .Jobsite is Federal Public Work Titles40 USS CLAIMANT WHO HAS PROVIDED THE OWNER WITH A Sec. 270A-270E. PRELIMINARY 20-DAY LIEN NOTICE IN ACCORDANCE WITH Contract#f SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE OF CESSATION HAS BEEN Bond Co: RECORDED WITHIN 10 DAYS OF ITS RECORDATION. NOTICE SHALL BE BY REGISTERED MAIL,CERTIFIED MAIL, OR FIRST- CLASS MAIL, EVIDENCED BY A CERTIFICATE OF MAILING. Signed FAILURE TO NOTIFY WILL EXTEND THE DEADLINES TO Authorized Agent RECORD A LIEN. X Construction Notice Services, Inc. 1-800-366-5660 CALIFORNIA PRELIMINARY 20-DAV NOTICE (FQr,,t4se on Private or Public Works) szd gy Pbe Section 3097& 3098 FEB 2 CONSTRUCTION LENDER or i YOU ARE HEREBY NOTIFIED THAT Reputed Construction Lender, if any S�j��, t' It U�q Under routed Solutions, Inc, I services, or materTal) (name,of person or firm f�irnishing labor,services,equipment (address] 13135 Danielson Street, Suite 201,Poway. CA 92064 (address of person or firm furnishing labor,services,equipment or material) (city) (state) (zip code) has furnished or wilt furnish labor,services,equipment or material of the OWNER or PUBLIC ENTITY following general description: or Reputed Owner(public work) 57 LF 16"DR 18 Fusible C-9059 t)ipe and 57 LF 20"DR 18 City of San Juan Capistrano, CA Fusible.C-905 0 Pipe and related fusion services (name) for the building,structure or other work of improvement located at: 32400 Paseo Adelanto 32400 Pasco Adelanto, San Juan Capistrano,CA for the (address) project known as Eastern Wells Pipeline, This is a chanjae San Juan Capistrano. CA 92675 order in connection with a notice filed on 7/8/10. {city) (state) (zip code (address or description ofjobsiie sufficient for idc,iiiflcafiorl) ORIGINAL CONTRACTOR or Reputed Original Contractor, if any The name of the person or firin who contracted for the Pro-Craft Plumbing Company purchase of such labor, services, equipment or material is: (name) .......... Pro-Craft Plumbing Company 31597 Outer Highway l0......Suite B An estimate of the total price of the labor,services, equipment (address) or materials furnished or to be furnished is: Redlands CA 92373 (city) (state) (zip Code) S 13,752 plus applicable taxes. if any Trust Funds to which Supplemental Fringe Benefits are NOTICE'ro PROPERTY OWNER Payable or Laborers Due Compensation for the PrQject. (Material suppliers not required to furnish) If bills are not paid in mull for the labor,services,equipment,or materials I furnished or to be furnished,a mechanics'lien leading to the loss, through court foreclosure proceedings,of all or part of your property being so improved may be placed against the property even though you ["lame) (iddreas) have paid your contractor in,full. You may wish to protectyourself against this consequence by(1)requiring your contractor to furnish a signed release by the person or form giving you this notice before making (name) (address) payment to your contractor,or(2)any other method or device that is appropriate under the circumstances. OTHER THAN RESIDENTIAL HOMEOWNERS OF DWELLINGS (name,) (address) CONTAINING FEWER TITAN FIVE UNITS,PRIVATE PROJECT Dated: February 22, OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AND -------- ANY LIEN CLAIMANT WHO HAS PROVIDED THE OWNER WITH A PRELIMINARY 20-DAY LIEN NOTICE IN ACCORDANCE WITH Telephone Nurnber: (858)679-9551 SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE OF CESSATION HAS BEEN Uridergro4nd So utions, Inc. SHALL BE BY REGIS RECORDED WITHIN 10 DAYS OF[TS RECORDATION, NOTICE TERED MAIL,CERTIFIED MAIL,OR FIRST CLASS MAIL,EVIDENCED BY A CERTffICA'n,.-,OF MAILING, (signauure) FAILURE TO NOT WILL EXTEND THE DEADLINES TO Name/Titlo: April K. Bushhorn, Sr..CoMorate Para] RECORD A LIEN, PROOF OF SERVICE AFFIDAVIT 1, April K. Bushhom, declare that 1 served copies of the above Preliminary Notice (check appropriate box): (a) [ ] By personally delivering copies to each of the parties,addressed and dated as follows: Construction Lender: (name) Owner or Public Entity: (name) _ (address) _._._._._._._..(date) Original Contractor: (name) (address) ----- (date) (b) [X] By First-Class Registered/Certified Mail,postage prepaid, addressed to each of the parties listed on Page 1,on February 22, 2011. [Attach receipts of Certified or Registered mail when returned.] declare under penalty of perjury, that the foregoing is true and correct, Executed on February 22, 2011, La Quinta, CA, _ Signature of person making service. CALIFORNIA PRELIMINARY NOTICE 50284302 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 o the following general description: E.aJ 13 RENTAL EQP in the construction, alteration or repair of the building, structure or improvement located at �T�teENarn and AddressofrtetC3wneror EASTERN WELLS 16"WATER PIPELINE �e�t�d C�Hher is. CERTIFIED#71966575029011722950 CALLS ARROYO &VIA PARRA CITY OF SAN JAUN CAPISTRANO SAN JUAN CAPISTRANO 32400 PASEO ADELANTO in the construction, alteration or repair of the building, structure or SAB JAUN CAPISTRANO,CA 92675 improvement located at ORANGE COUNTY, CA, legally described as follows: CALLS ARROYO &VIA PARKA SAN The Name and Address of the Original Contractor is: CERTIFIED#71966575029011722967 PRO-CRAFT PLUMBING COICALIFORN 31597 OUTER HWY 10 SOUTH STE#B An estimate of the total price of the labor, professional services, materials, REDLANDS,CA 92373 machinery, fixtures or tools furnished or to be furnished is:$1,566.38 . The Name and Address of the Reputed Lender and/or Banding Company is: CERTIFIED#71966575029011722974 DEVELOPERS SURETY&INDEMNITY CO CIO INLAND SURETY BOND&INS SVS NOTICE TO PROPERTY OWNER 4371 LANTHAM STREET SUITE 201 If bills are not paid in full for the labor, services, equipment, or materials RIVERSIDE,CA 92591 furnished or to be furnished, a mechanic's lien leading to the loss, The Name and Address of the Person with whom through court foreclosure proceedings, of all or part of your property the Claimant has Contracted is: being so improved may be placed against the property even though you PRO-CRAFT PLUMBING COICALIFORN have paid your contractor in full. You may wish to protect yourself 31597 OUTER HWY 10 SOUTH STE#B REDLANDS,CA 92373 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 This Preliminary Notice has been completed by: that is appropriate under the circumstances,Other than residential SUNSTATE EQUIPMENT CO LLC homeowners of dwellings containing fewer than five units, private 5552 E WASHINGTON project owners must notify the original contractor and an lien claimant PHOENIX,AZ 85034 p 1 Y g Y who has provided the owner with a preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of its recordation.Notice shall be by registered mail,certified mail, or first- class mail, evidenced by a certificate of mailing.Pailure to notify will extend the deadlines to record a lien. Date. Tuesday, February 15, 2011 Prelien#: 874093 50284302 Bond Number: 729716P Accurate Lien&Contractor Assistance,Inc.,6210 E.Thomas Rd.Suite 203 Scottsdale,AZ 85251-7056 (480)941-0844 Dear Owner/ Contractor/ Customer.- Enclosed ustomer:Enclosed is a preliminary notice that we have sent to our customer, the original contractor and the owner.of the project to whom we have recently provided labor, materials, and/ or rental equipment. Accurate Construction Notice Service completes and mails this documentation on our behalf. This notice; however, is NOTA LIEN and is not recorded against your property. This notice is not a reflection of the credit worthiness or financial standing of our customer nor is it an indication of their ability or desire to pay us. It is our policy to serve a preliminary notice for projects where we have provided labor, materials, and/or rental equipment so that you, the contractor or owner, are aware of materials anal/or equipment supplied to your job. By the time you receive this notice there is a possibility that some or all of your balance has been paid. Should you have any questions or concerns, please contact us directly. File: 613083 (CA 1113) Customer: PROCRAFT'PLUMBING Notice Requested by: [ Customer#: 810633 Trench Plate Rental Company Job Name:EASTERN WhL,.I.,S 16"WATER PIPELINE 13217 Laureldate Ave_ lob#IPC)#::fOl3#21024 I Downey,CA 90242 888-833-3777 Cert#: 7179 1380 3630 0723 9599 PRELIMINARY 20-DAY NOTICE (PUBLIC WORK) `Phis is not a lien.This is not a reflection on the integrity of any contractor or subcontractor, but the notice prescribed in California Civil Code section 3098 TO TIME OWNER OR REPUTED OWNER 1.The following is a general description of the labor,service, CITY OF SAN JUAN CAPISTRANO equipment or materials furnished or to be furnished by the 32406 PASEO ADELANTO undersigned: SAN JUAN CAPISTRANO,CA 92675 Construction Rental Equipment and Labor 2.Estimated Price: $5,000.00 3.The name of the person who furnished that labor,service, TO THE ORIGINAL,ORREPUTED CONTRACTOR equipment or materials is: PROCRAI<T PLUMBING CO INC Trench Plate Rental Company 31,597 OUTER HVV'1"10 S STI+ B 13217 Laureldale Ave. REDL,ANL)S,CA 92373 Downey,CA 90242 888-833-3777 909-790-5222 4. Date labor,service,equipment or materials first fbfllished: 1/25/2011 5.11w name ofthe person who contracted for purchase of that labor, service,equipment or material is: I0'110E LENDER/SURETY OR REPUTED service, PLtiMBING DEVELOPERS SURETY &INDEMNITY CO 31597 OUTER HWY 10SOUTH STE B 4371 L,ATUAM ST#201 REDLANDS,CA 92373 C/O IN1..AND SURETY BOND &INSURANCE SERVICES f,"rhe description ofthe,jobsite is: RIVERSIDE,CA 92501 EASTERN WELLS:16"WATER PIPELINE #JOB#21024 ]fond/Loan#729716F INTERSECTION OF CALL:ARROYO&VIA PARRA, SAN JUAN CAPISTRANO,CA 92675 NOTICE TO PROPERTY OWNER If bills are not paid in fiill for the labor,services,equipment,or materials furnished or to be furnished,a mecha.ni& lien leading to the loss,through court foreclosure proceedings of all or part of your property being so improved may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against the 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 contractors,or(2) any other method or device that is appropriate tinder the circumstances. Other than residential horneowners of dwellings containing fc;wer than five units,private project owners must notlty the original contractor and any lien claimant who has provided the owner with a preliminary 20-day lien notice in accordance with Section.3097 of the Civil Code that a notice of completion or notice of cessation has been recorded with 10 days of its recordation.Notice shall be by registered mail,certified mail,or first class mail, evidenced by a certificate of mailing.Failure to notify will extend the deadlines to record a lien. Dated: 2/9/2011 Laura Pavey/CRI'.Solutions Authorized Agent For: 'French Plate Rental Company PROOF OF SERVICE BY MAIL AFFIDAVIT I declare that I served a copy of the above document,and any related documents,by(as required by law)first-class,certified or registered mail, postage prepaid,addressed to the above named parties,at the addresses listed above,on 2/912011.t declare under penalty of perjury that the foregoing is true and correct.Executed at Simi Valley,CA on 2/912011. By� Laura Pavey/Dien Administrator 7179 1380 3630 0723 9599 2/9/2011 TPR562 613083 CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN RJAN CAPISTRANO , CA 92675 IMPORTANT NOTICE PLEASE BEAT) CAREFULLY Unclosed you will find a notice that is Eyeing sent to you on behalf of Trench Plate Rental Company in regards to the construction project known as EASTERN WELLS 16" WATER PIPELINE JOB## 21024 and located at INTERSECTION OF CALLE ARROYO& VIA PARRA , SAN JUAN CAPISTRANO, CA 92675. It is important to note that this notice is not a lien. This is a routine procedure to comply with certain state requirements that may exist and should not reflect in any way on the integrity or credit standing of any of the known interested parties associated with this job. If any information is incorrect, or if you are not associated with this job, please do not hesitate to contact Trench Plate Rental Company at 888-833-3777_ Dated: 02/08/11 CALIFORNIA PRELIMINARY NOTICE In accordance with sections 3097 and 3098,California Civil Code This is not a Lien.This is not a reflection on the integrity of any contractor or subcontractor JOINT CHECK REQUESTED 1 -You are herby notified that Reputed Contruction Lender or Lessee WESTERN WATER WORKS NONE REPORTED SUPPORT CENTER 5831 PINE AV CHINO HILLS-CA.-91709 2-Has furnished or will furnish labor, Reputed Owner or Public Agency services,equipment,or materials of CITY OF SAN JUAN CAPISTRANO the following general description: 32400 PASEO ADELANTO IRRIGATION&LANDSCAPE MAILS SAN JUAN CAPISTRANO CA 92675 3-The building,structure or other work of improvement is located at: Reputed General Contractor PRO-CRAFT PLUMBING:CO INC PRO-CRAFT PLUMBING COMPANY,1 31597 OUTER HIGHWAY l OS STE B SAN JUAN CAPISTRANO CA REDLANDS CA 92373 (909)790-52221 A.D.C.UNKNOWN 4-Name of the person or firm who contracted for the purchases of such labor,services, NOTICE TO PROPERTY OWNER equipment or material is: IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, PRO-CRAM'PLUMBING CO INC SERVICES,EQUIPMENT,OR MATERIALS FURNISHED 31597 OUTER HWY IOS.STE OR TO BE FURNISHED,AMECHANICS LIEN LEADING TO TIFF LOSS,THROUGH COURT REDLANDS CA 92373 FORECLOSURE PROCEEDINGS,OF ALL OR PAR'r OF YOUR PROPERTY BEING SO IMPROVER MAY BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU HAVE PAID YOUR CONTRACTOR IN FULL. YOU 5-An estimate of the total price of the MAY WISH TO PRO'I'ECT YOURSELF AGAINST"THIS CONSEQUENCE BY(1)REQUIRING YOUR labor,services,equipment or materials CONTRACTOR TO FURNISH A RELEASE SIGNED BY furnished or the be furnished is: THE PERSON OR FIRM GrVING YOU THIS NOTICE350000.00 BEFORE MAKING FINAL PAYMENT TO YOUR CONTRACTOR OR(2)ANY OTHER METHOD OR DEVICE THAT IS APPROPRIATE UNDER THE 6-Name and address of Trust Funds to which CIRCUMSTANCES. OTHER THAN RESIDENTIAL HOMEOWNERS OF DWELLINGS CONTAINING FEWER Supplemental Fringe Benefits are payable TI IAN FIVE UNITS,PRIVATE PROJECT OWNERS MUST (if applicable): NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN CLAIMANT WHO HAS PROVIDED THE OWNER WITH A PRELIMINARY 20-DAY LIEN NOTICE IN ACCORDANCE 7-Jobsite if Federal Public Work Title 40 USC WITH SECTION 3097 OF THE CIVIL CODE THAT A See.270A-270E, NOTICE OF COMPLETION OR NOTICE OF CESSATION ETAS BEEN RECORDED WITHIN 10 DAYS OF ITS Contract# RECORDATION. NOTICE SHALL BE BY REGISTERED Bond Co: MAIL,CERTIFIED MAIL OR FIRST CLASS MAIL, EVIDENCED BY A CERTIFICATE OF MAILING. FAILURE TO NOTIFY WILL,EXTEND THE DEADLINES TO RECORD A LIEN. Tracking#:[00295/21024/ Date 02/08/11 Signed Jennifer H' es,Cr diI Manage Telephone (909)597-7000 Y CALIFORNIA PRELIMINARY 20-DAY NOTICE (PUBLIC AND PRIVATE WORK) IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE Job No.: 21024 CONSTRUCTION LENDER or YOU ARE HEREBY NOTIFIED THAT... Reputed Construction Lender, if any Western Rentals 14635 Valley Blvd Fontana, CA 92335 None Reported has furnished or will furnish labor, services, equipment or materials of the following general description: Miscellaneous, Construction & Equipment Rentals OWNER or Reputed Owner for the building, structure or other work of improvement located at: City of San Juan Capistrano Eastern Wells 16 Water Pipeline 32400 Paseo Adelanto Intersection of Calle Arroyo & Via Parra San Juan Capistrano, CA 92675 San Juan Capistrano, CA The name of the person or firm who ORIGINAL CONTRACTOR contracted for the purchase of such labor, or Reputed Contractor, if any services, equipment or materials is: Pro-Craft Plumbing Company Pro-Craft Plumbing Company, Inc. 31597 Outer Highway 10 S, Suite B An estimate of the total price of the labor, Redlands, CA 92373 services, equipment or materials furnished or to be furnished is: $25,000.00 Trust Funds to which Supplemental Fringe SUBCONTRACTOR Benefits are Payable: or Reputed Subcontractor, if any None NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor, services, equipment or materials furnished or to be furnished, a mechanics lien leading to the loss through court foreclosure proceedings, of all or part of your property being so improved may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against this consequence by (1) requiring your PROOF OF SERVICE AFFIDAVIT contractor to furnish a signed release by the person or firm giving you this notice The undersigned served copies of this before making payment to your contractor or (2) any other method or device preliminary 20-Day Notice by first class certified that is appropriate under the circumstances. mail, postage prepaid, on the persons and at the addresses shown on January 27 2011 Other than residential homeowners of dwellings containing fewer than five units, private project owners must notify the original contractor and any lien claimant who has provided the owner with a preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of I declare under penalty of perjury under the laws cessation has been recorded within 10 days of its recordation. Notice shall be of California that the foregoing is true. by registered mail, certified mail or first-class mail, evidenced by a certificate of mailing. Failure to notify will extend the deadlines to record a lien.. FQE no.103 r'ra14TSOJU!ionz THIS IS NOT A LIEN. THIS NOTICE IS GIVEN CALIFORNIA PURSUANT TO SECTIONS 3097 AND 3098, PRELIMINARY CALIFORNIA CIVIL CODE. THIS IS NOT NOTICE A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. AMENDED PRELIM#A63235 7196 9004 5236 8716 5022 A64316 667465 REF:ADJUSTED DOLLAR AMOUNT YOU ARE HEREBY NOTIFIED THAT... CEMEX CONSTRUCTION MATERIALS 7378 OWNER or Reputed Owner(on private work) 02 PACIFIC LLC or PUBLIC AGENCY(on public work) 3990 E CONCOURS S'T#200 ONTARIO CA 91764 CITY OF SAN JUAN CAPISTRANO 32400 PASEQ ADELAN'1'O has furnished or will furnish labor,services,equipment or materials of the following general description: 13306740-A SAN JUAN CAPISTRANO CA 92675 READY MIX CONCRETE, SAND AND GRAVEL CONSTRUCTION LENDER or Reputed Construction Lender,if any. for the building,structure or other work of improvement NONE/BOND CO: located at: DEVELOPERS SURETY&INDEMNITY CO "EASTERN WELLS 16`WA'T'ER PIPELINE" CIO INLAND SURETY BOND&INS SVCS AVENIDA PADRE&AVENIDA LOS AMIGOS 4371 LATHAM ST#201 SAN JUAN CAPISTRANO CA RIVERSIDE, CA 92501 PO/JOB#10470 GC JOB 421.024 ORIGINAL CONTRACTOR or 03 Reputed Contractor,if any. 909-790-5222 An estimate of the total price of the labor,services, PRO-CRAFT PLUMBING CO INC equipment or materials furnished or to be furnished is: 31597 OUTER HWY 10 S#B $30,00€1.00 REDLANDS CA 92373 Trust Funds to which Supplemental Fringe Benefits are payable: SUB CONTRACTOR/person or firm who contracted for the purchase of such labor,services,equipment or materials 909-794-2151 JAC INTO CONSTRUCTION/LARRY 9555 WABASH AVE MEN`1'ONE CA 92359 THIS IS NOT A LIEN. THIS NOTICE IS GIVEN CALIFORNIA PURSUANT TO SECTIONS 3097 AND 3098, PRELIMINARY CALIFORNIA CIVIL CODE. THIS IS NOT NOTICE REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. 684894 7196 9014 5236 8469 4023 AC3235 YOU ARE HEREBY NOTIFIED THAT... C.EMEX CONSTRUCTION MATERIALS 7378 OWNER or Reputed Owner(on private work) 0 PACIFIC;LLC or PUBLIC AGENCY(on public work) 399€1 E CONCO7URS ST#200 ONTARIO CA 91764 CITY OF SAN JUAN CAPISI"RANO) 32400 PASEO ADELANTO has-furnished or will furnish Tabor,services,equipment or SAN JUAN CAPISTRAN0 CA 92675 materials of the following general description: 133p5740 READY MIX CONCRETE, SAND ANIS GRAVEL CONSTRUCTION LENDER or Reputed Construction Lender, if any. for the building,structure or other work of improvement located at: NONE/BOND CO: DEVELOPERS SURETY&INDI,MNITY CO "EASTERN WELLS 16'WA'rFR PIPELINE" CIO INLAND SUREFY BOND&INS SVCS AVENIDA PADRE&AVENIDA LOS AMIGOS 4371 LA'TI-IAM ST#201 SAN JUAN CAPISTRANO CA RIVERSIDE CA 92501 POI JOB#10470 GC JOB#21024 ORIGINAL CONTRACTOR or 03 Reputed Contractor, if any. 909-790-5222 An estimate of the total price of the labor,services, PRO-CRAFT PLUMBING CO INC equipment or materials furnished or to be furnished is: 31597 OUTER HWY 10 S 413 S 15.000.00 REDLANDS CA 92373 Trust Funds to which Supplemental Fringe Benefits are payable: SUB CONTRACTOR/person or firm who contracted for the purchase of such labor,services,equipment or materials 909-794-2151 JAC.INTO CON STRUCTION/LARRY 9555 WABASH AVE MINTONE CA 92359 r" fes, ...._ ... ' CALIFORNIA TWENTY DAY PRELIMINARY NOTICE . ...........�.... ..... ..� .... = Prepared for the Claimant by: IN ACCORDANCE WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE: Asset Research Services,Inc." **` THIS IS NOT A LIEN,*** THIS IS NOT A REFLECTION ON THE INTEGRITY OF PO Bax 7562 Chandler,AZ 85246-7562. ANY CONTRACTOR OR SUBCONTRACTOR. (480)940-4290 (800)783-9630 Fax(480)496-5735(888)496-5736 Owner Or Reputed Owner Or Public A encg g ED NOTICE IS HEREBY GIVEN that: CITY OF SAN JUAN CAPISTRAN 4n' yf 32400 PASEO ADELANTO RNCHP7LY Y8 PLUMBING 1 HVAC LTD SAN JUAN CAPISTRANO CA 92675-3603' tt 501:W CHURCH ST Certified#:7119 6571 707D 144 29.,{��1 tio J ORLANDO FL 32805-2247 (951)346-5830 Lender Or Reputed Lender Has or wlli furnish labor,services,equipment,or materials,generalIy described as: ***OV)NER FINANCED"" SA N ` GENERAL BUILDING MATERIALS To be furnished or furnished for the building,structure or the work of improvement described as follows: INTERSECTION OF CALLE ARROYO&VIA PARRA SAN JUAN CAPISTRANO CA 92675 Original Or Reputed Original Contractor GRANGE County,California PRO-CRAFT PLUMBING COMPANY INC 31597 OUTER HIGHWAY 10 STE B Bond#:729716P REDLANDS CA 92373-8626 (909)790-5222 Name of Person or Firm who contracted for purchase of the labor,services,equipment,or Certified#:7119 65717070 1454 2984 materials is: PRO-CRAFT PLUMBING CO INC Subcontractor With Whom Claimant Has Contracted 31597 OUTER HIGHWAY 10 STE B PRO-CRAFT PLUMBING CO INC REDLANDS CA 92373-8626 31597 OUTER HIGHWAY 10 STB B (909)790-5222 REDLANDS CA 92373-8626 An estimate of the total price of said labor,services,equipment or materials is: (909)790-5222 �5,aao.oa **NOTICE TO PROPERTY OWNER ** Also Notified IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, SERVICES, EQUIPMENT OR Bonding Company MATERIALS, FURNISHED OR TO BE FURNISHED,A MECHANIC'S LIEN LEADING DEVELOPERS SURETY&INDEMNITY COMPANY TO THE LOSS, THROUGH COURT FORECLOSURE PROCEEDINGS OF ALL OR 17780 FITCH STE 200 PART OF YOUR PROPERTY BEING SO IMPROVED MAY BE PLACED AGAINST THE IRVINE CA 92614-6060 PROPERTY EVEN THOUGH YOU HAVE PAID YOUR CONTRACTOR IN FULL-YOU MAY WISH TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY: Certified#:7119 6571 7070 1454 3004 (1) REQUIRING YOUR CONTRACTOR TO FURNISH A SIGNET) RELEASE BY THE PERSON OR FIRM GIVING YOU THIS NOTICE BEFORE MAKING PAYMENT TO Bonding Agent YOUR CONTRACTORS, OR (2) ANY OTHER METHOD OR DEVICE THAT IS INLAND SURETY BOND&INSURANCE SERVICES APPROPRIATE UNDER THE CIRCUMSTANCES. OTHER THAN RESIDENTIAL 4371 LATHAM ST STE 201 HOMEOWNERS OF DWELLINGS CONTAINING FEWER THAN FIVE UNITS PRIVATE RIVERSIDE CA 92501-1731 PROJECT OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN (951)788-8581 CLAIMANT WHO HAS PROVIDED THE OWNER WITH A PRELIMINARY 24-DAY LIEN Certified#:7119 6571 7070 1454 3011 NOTICE IN ACCORDANCE WITH SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE OF CESSATION HAS BEEN RECORDED WITHIN 10 DAYS OF ITS RECORDATION. NOTICE SHALL BE BY REGISTERED MAIL CERTIFIED MAIL OR FIRST CLASS MAIL EVIDENCED BY A CERTIFICATE OF MAILING,FAILURE TO NOTIFY WILL EXTEND THE DEADLINES TO RECORD A LIEN. I nvoice]Job#or Amends:1099165 IF THIS NOTICE IS GIVEN 6Y A SUBCONTRACTOR WHO HAS FAILED TO PAY ALL COMPENSATION 1711E TO HIS Project Name or Sub;21024 EASTERN WELLS 16 WATER PRIPELINE JOB it 21024 OR HER LABORERS ON THE JOB,THIS NOTICE SHALL.ALSO CONTAIN THE IDENTITY AND ADDRESS OF ANY LABORER AND ANY EXPRESS TRUST FUND TO WHOM EMPLOYER PAYMENTS ARE DUE AS FOLLOWS Dated: NOVEMBER 9,2010 TRUST FUNDS TO WHICH SUPPLEMENTAL FRINGE BENEFITS ARE PAYABLE Asset Research Services,Inc.as Limited Agent 'Asset Research Services,Ina.1S ACTING ONLY AS LIMITED AGENT FOR THE CLAIMANT AND HAS NO AUTHOR€TY BEYOND THE PREPARATION OF DOCUMENTS NECESSARY TO IMPOSE CLAIM OF LIEN THE B Gauthier Document Administrator THE ABOVE INFORMATION NEEDS VERIFICATION PRIOR TO FILING A LIEN Copyright 2010 Asset Research Services,Inc, All Rights Reserved For: H D SUPPLY PLUMBING 1 HVAC LTD BRANCH 79©8 I 11P1III 1111111 III 111111 I I II III I IIIII III IIII III Doc#1329291 CA GNGI Rws#4833 Batch#1326611}14:58:371Y G_Copy x �V� H1 I III. $3.240 ff7 N Asset Research Services,Inc. US POSTAGE MFIRST-CLASS Main Office PO Boz 7562 FROM 85224 0 Chandler,A2 85246.7562 NOV 09 2010 a stamps] ., 7119 6571 7070 1454 2991 IMPORTANT: CALIFORNIA TWENTY DAY PRELIMINARY NOTICE CA_GNOI# 1329291 CITY OF SAN JUAN CAPISTRANO 32400 PASEO AOELANTO SAN JUAN CAPISTRANO CA 92675-3603 •. .••••� •� ... CALIFORNIA PRELIMINARY NOTICE IN ACCORDANCE WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE`THIS IS NOT A LIEN. ***THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. NOTICE:IS HEREBY O'IVEN that: OWNER OR ItFPUTFD OWNER OR PUBLIC AGENCY ROBERTSON' S CITY OF SAN JUAN 200 S MAIN ST 32400 PASEO ADELANTO CORONA CA 92882 SAN JUAN CAPISTCAN92675 (951) 585-2200 Has or will Furnish tabor,services,equipment,or materials,generally described as: READY MTX CONCRETE, ROCK & SAND I EN DF;R OR REPUTED LENDER To be furnished or furnished for the building,structure or the work of improvement described as follows: RANCHO VIEJO & CALLE ARRO SAN JUAN CAPISTRANO J. C.N. # 100324 Tract No. ORIGINAL OR RrPUTED ORIGINAL CONTRACTOR Lot No . PRO CRAFT PLUMBING Cert Num: 21475319 Name of Person or Firm who contracted for purchase of the labor,services, equipment,or materials is: PRO---CRAFT PLUMBING SUBCONTRACTOR with whom claimant has contracted 31597 OUTER HWY 10 SOUTH REDLANDS CA 92373 As estimate of the total price of said labor,services,equipment or materials is; 4, 148 . 12 'NOTICE TO PROPERTY OWNER*** ALSO NOTIFIED TENANT 011 BONDING AGFNT IF SILLS ARE NOT RAID IN FULL FOR THE LABOR SERVICES EQUIPMENT OR MATERIALS FURNISHED e TO BE FUANISHED A MkCHANIC'S LIEN LEADING TO THE LOSS ALL OR PA TO OF YOUR LRROPERTY®BENIGN S6 IMPROVED MAY BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU HAVE PAID YOUR CONTRACTOR IN FULL. YOU MAY WISH To PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (9) 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 THAT IS APPROPRIATE UNDER THE CIRCUMSTANCES.OTHER THAN RESIDENTIAL HOMEOWNERS OF DWELLINGS CONTAINING FEWER THAN FIVE UNITS, PRIVATE PROJECT OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AN ANY LIEN CLAIMANT WHO HAS PROVIDED THE OWNER WITH A PRELIMINARY 20- DAY LIEN NOTICE Its ACCORDANCE WITH SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE OF CESSATION HAS BEEN RECORDED WITHIN 10 DAYS OF ITS RECORDATION. NOTICE SHALL BE BY TRUST FUNDS TO WHICH SUPPLEMENTAL FRINGE BENEFITS ARE PAYABLE REGISTERED MAIL CERTIFIED MAILOR FIRST-CLASS MAIL EVIDENCE S� CERTIFICATE OF MAILING. FAILURE TO 96TIFY WILL EXTEND THE DEADLINES TO RECORD A TED: 08/11/200 DA'ff: LL SH BY *****PLEASE ISSUE JOINT CHECKS***** x ,I\ oo )"A x C)F . CALIFORNIA PRELIMINARY 20-DAY NOTICE (PUBLIC AND PRIVATE WORK) Rr'E N IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE Job No.: 2102481 JUL 20 P %' 5'b CONSTRUCTION LENDER or YOU ARE HEREBY NOTIFIED THAT... Reputed Construction Lender, if an Western Rentals yy JL37f�` 11",'N ' p -y S�i'�zd .T�l 14635 Valley Blvd Fontana, CA 92335 None Reported has furnished or will furnish labor, services, equipment or materials of the following general description: Miscellaneous, Construction & Equipment Rentals OWNER or Reputed Owner for the building, structure or other work of improvement located at: City of San Juan Capistrano Eastern Wells 16"Water Pipeline 32400 Paseo Adelanto Intersection of Calle Arroyo &Via Parra San Juan Capistrano, CA 92675 San Juan Capistrano, CA The name of the person or firm who ORIGINAL CONTRACTOR contracted for the purchase of such labor, or Reputed Contractor, if any services, equipment or materials is: Pro-Craft Plumbing Company Pro-Craft Plumbing Company, Inc. 31597 Outer Highway 10 S, Suite B An estimate of the total price of the labor, Redlands, CA 92373 services, equipment or materials furnished or to be furnished is: $25,000.00 Trust Funds to which Supplemental Fringe SUBCONTRACTOR Benefits are Payable: or Reputed Subcontractor, if any None NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor, services, equipment or materials furnished or to be furnished, a mechanics lien leading to the loss through court foreclosure proceedings, of all or part of your property being so improved may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against this consequence by (1) requiring your PROOF OF SERVICE AFFIDAVIT contractor to furnish a signed release by the person or firm giving you this notice The undersigned served copies of this before making payment to your contractor or (2) any other method or device preliminary 20-Day Notice by first class certified that is appropriate under the circumstances. mail, postage prepaid, on the persons and at the addresses shown on July 19, 2010 Other than residential homeowners of dwellings containing fewer than five units, private project owners must notify the original contractor and any lien claimant Who has provided the owner with a preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of I declare under penalty of perjury under the laws cessation has been recorded within 10 days of its recordation. Notice shall be of California that the foregoing Is true. by registered.mail, certified mail or first-class mail, evidenced by a certificate of ... =. mailing, Failure to notify will extend the deadlines to record a lien. Form no.103 Preiin$oiutions CAL'ORNIA PRELIMINARY N( -ICE IN ACCORDANCE WITH SECTION 3097 AND 3098, CALIFORNIA CIVIL CODE THIS iS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY GONT RACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOPFIED THAT Ayala Boring. Inc. -11 (name at pe'rsnri ar f4m turnis6ing labs r Serwras equipment or CONSTRUCTION LENDER or matesial) Reputed Construction Lender, if any 10150 Poplir Avemic 6dd1`_esll; Of person or furnishing Wior. services. 3 Fontana, CA 92335-6' Pciuipinont or material) None Reported has furnished oi witl iumi�h labor, services, equipment or materials of the tolinwing general dosc6ptiow Jack & Bore 4257,\ —IS" il'asj I I�7, I Wi:`)SU I:,,' Nerie;al Jascopbon of the labor, services- equipmoni or Ur-OU t, ',Irld gush r)J pc material furnished or to be,furnishedi for the building. structure or other work Y improvement located at San Jilan CaPIS11"'11,10 ................................. .............. .... .... ....................... ............I........... ........ (addr",s or des option of job site OWNER or PUBLIC AGENCY Eastern Well,,,., 16" Water flipell'11C ------ --- ---------- or Reputed Owner (on public work) sufficient for tdenfificafion) (on private work) Intersection of'Califs; Arrovo Vi<i Parra ............................................................................................. The name of the person or firm who contracted for the purchase of such labor. services, equipment or material is: City O' San Juan Capistrano Pro-(.'raft Pi.umhlin.g ('ollipally- hoc. ......................... ............ . . ................................................... 3?400 Pasco Adelanto San Juan Capistrano, CA 92675 ......................................... An eFflmate of the toW price of the labor, services equipment,ter materials furrisheo or to be furnished K 142,750J.)0 Attention Subcontractors Section 3097 requires that if you give This notice and you have failed to pay all compensation due to ynurlaborers apihe job,this nufte shall also contain the ORIGINAL CONTRACTOR or identity and address of any laborer and any express trust fund to whoin employer Reputed Contractor, it any payments are due NOTICE TO PROPERTY OWNER It bills are not paid in full for the labor,services,equip- ment, or materials furnished or to be furnished, a mechanic's lien leading to the loss, through court Pro-Craft.Plurnbin,g Company, Inc. foreclosure proceedings,of all or part of your property 31597Outer T-figli"Alay 10. S., .S.uit.e B being so improved may be placed against the property . . even though you have paid your contractor in full. You Redlands, CA .9.2.3.73 may wish to protect yourself against this consequence by(1)requiring your,contractor to furnish a signed release by the pqrsonci h noti 6@0 r irm giving you s . ce re rowing payment to your contractor or (2)'any other method or device that is appropriate under the c ircumMance&Other than residential homeowners of dwellings containing fewer than five units,private project owners must notify the original contractor and any lien claimant who has SUBCONTRACTOR with whom ciaimart p.rovidedthe owner with a pireliminary 20-day lien notice has contracted in accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of its recordation.Notice shall be by registered mail, certified mail, or first-class mail, evidenced by a certificate of mailing,Failure to notify will extelind the deallirs Trc Id lien. Pro-Cr2ft PlUmbin- Company, Inc. Ll V, 1. Patens-.............. ............ ............ 31597 Outer Highway 1.0 S_ Suite B Redlands, CA 92373 ........................... g tum title) Toto"Phnne Number C){.)9 This form(No.5940 Rev'€sed 1-1-2004 'PCOPyrighted by and distributed through 801-DjNG INDUSTRY CREDIT ASSOCIATION(21 3)251-1100 i Dated: 09/09/10 CA95091$ _ 7114 7389 6621 2128 3980 CLW f'n CALIFORNIA PRELIMINARY NOTICE In acgq6c4Mc9WiM spq;ijbns 3097 and 3098, California Civil Code This is not a Lien, This is not a reflection on the integrity of any contractor or subcontractor Reputed Owner U: G ,E', .. .` 1 -You are hereby notified that 09109110 CA950 fgg iU`A y 1 r3A " " J'l a `�' HEAVY EQUIPMENT RENTALS LLC CITY OF SAN JUAN CAPISTRANO 13013 TEMESCAL CANYON RD 32400 PASEO ADELANTO CORONA CA 92883 SAN JUAN CAPISTRANO CA 92675 2-Has furnished or will furnish labor, services,equipment,or materials of Reputed Construction Lender or Lessee the following general description: CO# EASTERN WELLS 16" PIPELINE RENTAL OF CONST, EQUIP BOND#729-716PIDEV SUR&IND CO % INLAND SUR BOND/4371 LATHAM 3-An estimate of the total price of the ST##201/RIVERSIDE CA 92501 labor,services,equipment,or materials furnished or to be furnished is: Reputed Original Contractor $10,000.00 MONTHLY PRO-CRAFT PLUMBING COMPANY INC JOINT CHECK REQUESTED 31597 OUTER HWY 10 SOUTH #B 4-The building, structure or other work of REDLANDS CA 92373 improvement is located at: EASTERN WELLS 16"WATER A.D.C. UNKNOWN PIPELINE CALLE ARROYO &VIA PARKA NOTICE TO PROPERTY OWNER SAN JUAN CAPISTRANO CA IF BILLS ARE NOT PAID IN FULL FOR THE LABOR,SERVICES, EQUIPMENT, OR MATERIALS FURNISHED OR TO BE 5-The name of the person or firm who contracted FURNISHED,A MECHANICS' LIEN LEADING TO THE LOSS, for the purchase of such labor, services, THROUGH COURT FORECLOSURE PROCEEDINGS,OF ALL equipment or material is: OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY PRO-CRAFT PLUMBING COMPANY INC BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU 31597 OUTER HWY 10 SOUTH#B HAVE PAID YOUR CONTRACTOR IN FULL. YOU MAY WISH REDLANDS, CA 92373 TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR CONTRACTOR TO FURNISH A RELEASE SIGNED BY THE PERSON OR FIRM GIVING YOU THIS NOTICE 6"Name and address of Trust Funds to which BEFORE MAKING FINAL PAYMENT TO YOUR CONTRACTOR Supplemental Fringe Benefits are payable OR(2)ANY OTHER METHOD OR DEVICE THAT IS (if applicable): APPROPRIATE UNDER THE CIRCUMSTANCES. OTHER THAN RESIDENTIAL HOMEOWNERS OF DWELLINGS CONTAINING FEWER THAN 5 UNITS, PRIVATE PROJECT OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN 7-Jobsite is Federal Public Work Title 40 USC CLAIMANT WHO HAS PROVIDED THE OWNER WITH A Sec. 270A-270E. PRELIMINARY 20-DAY LIEN NOTICE IN ACCORDANCE WITH Contract# SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF COMPLETION OR NOTICE OF CESSATION HAS BEEN Bond Co: RECORDED WITHIN 10 DAYS OF ITS RECORDATION. NOTICE SHALL BE BY REGISTERED MAIL, CERTIFIED MAIL, OR FIRST- CLASS MAIL, EVIDENCED BY A CERTIFICATE OF MAILING. Signed ,� y FAILURE TO NOTIFY WILL EXTEND THE DEADLINES TO Authorized Agent `yA RECORD A LIEN. Construction Notice Services,Inc. 1-800-366-8&6A CALIFORNIA PRELIMINARY 20-DAY NOTICE (PUBLIC AND PRIVAT _O IN ACCORDANCE WITH SECTION 3097 AND � 91), �%�L°1 '©RNW CIVIL CODE Job o.: 7688 CONSTRUCTION LENDER or YOU ARE HEREWN fil Ai'.) Reputed Construction Lender, if any NPG Corporation P.O. Box 1515 Developers Surety& Indemnity Co. Perris, CA 92 4 c/o Inland Surety Bond & Ins. Co (951-788-8581) 4371 Latham St. Ste. 201 has furnished or will furnish labor, services, Riverside, CA 92501 (Bond#729716P) equipment or materials of the following general description: Asphalt construction, asphalt maintenance,T&M Rentals. OWNER or,Reputed Owner for the building, structure or other work of improvement located at: City of San Juan Capistrano Proj#21024 Eastern Wells 16"Water Pipeline (Ph. #949-443-6339) Intersection of Calle Arroyo/Via Parra 32400 Paseo Adelanto San Juan Capistrano, CA 92675 San Juan Capistrano, CA 92675 The name of the person or firm who ORIGINAL CONTRACTOR contracted for the purchase of such labor, or Reputed Contractor, if any services, equipment or materials is: AAA Paving Co. Pro-Craft Plumbing Co, Inc. (Ph. #909-389-7990) An estimate of the total price of the labor, 31597 Outer Highway 10 S. Ste. B services, equipment or materials furnished Redlands, CA 92373 or to be furnished is: $15,000.00 Trust Funds to which Supplemental Fringe SUBCONTRACTOR Benefits are Payable: or Reputed Subcontractor, if any NO AAA Paving (Job#10-034) NOTICE TO PROPERTY OWNER (Ph. #909-829-4041) If bills are not paid in full for the labor, services, equipment or materials 3330 N. Locust Ave. furnished or to be furnished, a mechanics lien leading to the loss through court Rialto, CA 92377 foreclosure proceedings, of all or part of your property being so improved may be placed against the property even though you have paid your contractor in full. PROOF OF SERVICE AFFIDAVIT 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 The undersigned served copies of this before making payment to your contractor or (2) any other method or device preliminary 20-Day Notice by first class certified that is appropriate under the circumstances. mail, postage prepaid, on the persons and at the addresses shown on September 9, 2010 Other than residential homeowners of dwellings containing fewer than five units, private project owners must notify the original contractor and any Lien claimant who has provided the owner with a preliminary 20-day Tien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of I declare under penalty of perjury under the laws of cessation has been recorded within 10 days of its recordation. Notice shall be California that the foregoing is true. by registered mail, certified mail or first-class mail, evidenced by a certificate of mailing. Failure to notify will extend the deadlines to record a lien. t X4 o Farm na.103 P-H.SOM!OnS CALIF 6x,.1vIA PRELIMINARY 20-DAY is4TICE (Public and Private Works) This is not a lien. This is not a reflection on the integrity of any contractor or subcontractor, Et e notice prescribed in accordance with Section 3097 and 3098,CaliforDia Civil Code �gg 1. The following is a general description of the labor,service,equipment or 2NO SEP I U P 1 0 0 materials furnished or to be furnished by the undersigned: ff ii - Coldmilling/Pulverization Owner or Reputed Owner PUBLIC AGENCY 2. An estimate of the total price of the labor,services,equipment or (on private work) (on public work) materials furnished or to be furnished is: CITY OF SAN JUAN CAPISTRANO 5,000.00 Estimated 32400 PASEO ADELANTO 3. The name of the person or firm that has furnished or will furnish labor, SAN JUAN CAPISTRANO,CA 92675 services,equipment or materials is: 7010-1060-00024865-6743 R007094 PAVEMENT RECYCLING SYSTEMS, INC. 10240 San Gevaine Way ****LENDER 1 SURETY"*'* Mira Loma, CA 91752 NONE REPORTED PRS Job Number: R007094 4. The name of the person or firm who contracted for the purchase of such labor,services,equipment or materials: GENERAL CONTRACTOR*" * AAA PAVING PRO-CRAFT PLUMBING COMPANY, INC. 3330 N. LOCUST 31597 OUTER HIGHWAY 10 S. STE B RIALTO, CA 92377 REDLANDS, CA 92373 5. The description of the building,structure or other work of improvment is: EASTERN WELLS 16"WATER PIPELINE, INTESECTION OF CALLS CUSTOMER`**" ARROYO&VIA PARRA,SAN JUAN CAPISTRANO,CA 92677 AAA PAVING The Person or firm giving this notice is required,pursuant to a collective bargaining 10-034 agreement,to pay supplemental fringe benefits to an express trust fund(described in Civil 3330 N. LOCUST Code 3111). Said funds are identified as follows: RIALTO, CA 92377 Operating Engineers Local#12,Construction Laborers Trust, Laborers Benefit Fund NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor,services,equipment or materials furnished or to be furnished,a mechanic's lien leading to the loss,through court foreclosure proceedings,of all or part of the property being so improved may be placed against the property even though you have paid the 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 payment to your contractor or(2)any oth6r tnetl od or device that is appropriato ur;der the circumstances. Other than residential homeowners of dwellings containing fewer than five units,private project owners must notify the original contractor and any lien claimant who has provided the owner with a preliminiary 20-day lien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of its recordation. Notice shah be by registered mail,certified mail,or first class mail,evidenced by a certificate of mailing. Failure to notify will extend the deadlines to record a lien. PAVEMENT RECYCLING SYSTEMS, INC. 919/2010 Vanessa Perrine Phone (951)682-1091 Collections Administrator PROOF OF SERVICE MY MAIL AFFIDAVIT I declare that I served a copy of the above document,and any related documents,by(as required by law)first-class,certified or registered mail, postage prepaid,addressed to the above parties,at the addresses listed above. I declare under penalty of perjury that the foregoing is true and correct. Executed at: Mira Loma, CA 91752 Vanessa Perrine Phone (951)682-1091 Collections Administrator 9/9/2010 California Preliminary 20-Day Notice (P' lid,'; Wrksbf Improvement) q This is not a Iien.This notice is given pursuant to Civil Code Section 3097. DATE: You are hereby notified that the undersigned has furnished or will famish labor, services,equipment,or material of the following description: Person Furnishing Labor,Services,Equipment,Or Material Description Of Labor,Services,Equipment Or Material Supplied,Or To Be Supplied (Name) 9. t(P~L1 See4'', n �� a (Add (State)-(2A _(Zip) The Name And Address Of Person Contracting For The Above(Your Customer) Is: y To:Owner Or Reputed Owner (Name) 1A �3C `rye . ii _..._../ Cls3m, L 01 L (C;ityi is,iy-i11 ,\U6`(5tate) CA (Zip) `712U-15 )obsite(Street And Legal Description,If Known): _ X "U\AL``3 To:Prime,Reputed;Or Original Contractor (Name) i )S 4 An Estimate Of The total Price OfThe Labor,Services,Equipment OrMaterials Furnished Or To Be Furnished is; (Address) moi ' k3 °. (City)R—'f?dUndS (State) CSC (zip) To:Construction�Lender Or Reputed Construction Lender Trust Funds To Which Supplemental Fringe Benefits Are Payable (Marne) i 'f/ (Name And Address) (Address) (City) (State) (Zip) (Only Su crintracfars Are Ree Trust Fund) ,(Date}- f _! (NarneofPaisouSigning) 11 —It; (Trite; PROOF OF SERVICE AFFIDAVIT(CIVIL.CODE g 3097.1) f\�C cic CS _Declare that I served copies of the above PRELIMINARY NOTICE(check appropriate circle): (a)Q By personally delivering copies to (name and title of person served)at (Address)on (date),at (time). >b) By First Class Certified or Registered Mail service,Postage prepaid,addressed to each of the parties at the address shown above on `' W _........,_ -.._.y . -�... � (date). �17 I declare under penalty ofperjury under the Inw he state ctf California that the fa a sin is true and correct. Attach Receipts Signed at Cali n\rnia,-Orr ' .i Of Certified Or Registered Mail Signature of person making service When Returned CLCA This form recommended by- California Landscape Contractors Association Inc. 1491 River Park Drive,Suite 100,Sacramento,CA 95815•www.cica.org Form 119(10104)0 2004 CLCA �A CALIFORNIA PRELIMINARY NOTICE IN ACCORDANCE WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE THIS IS NOT A LIEN.THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT; CONSTRUCTION LENDER or EWLES MATERIALS Reputed Construction Lender,if any (name of person or firm furnishing labor,services,equipment or material) P.O. BOX 578, STANTON, CA 90680-0578 (address of person or firm furnishing labor,services,equipment or matehal) NONE REPORTED has furnished or will furniish labor,services,equipment or materials of the following general description: AGGREGATE BASE AND/OR ASPHALT/CONCRETE DISPOSAL (general description of the labor,services,equipment or material furnished or to be furnished)for the building,structure or other worK of improvement for the project located at: EASTER WELLS 16"WATER PIPELINE - INTERSECTION OF CALLE ARROYO AND VIA PARRA OWNER ort1BI MAGI 'ANY or SAN JUAN CAPISTRANO, CA 92675 Reputed Owner a`; JOB#21024 1 G qiy OWN J,UA�I CAPISTRANO 3240&PASEQ�tDELANTO The name of the person or firm who contracted for the purchase of S,�f JUA APIST-RANO, CA 92675 such labor,services,equipment or material furnished is: PRO-CRAFT PLUMBING COMPANY, INC. An estimate of the total price of the labor,services equipment or materials furnished or to be furnished js: $10,000.00 NOTICE TO SUBCONTRACTORS: If the notice is given by a subcontractor who has failed to pay compensation due to his or her laborers on the job,the notice shall also contain the identity and address of any laborer and any express trust fund to whom employer payments are due. ORIGINAL CONTRACTOR or NOTICE TO PROPERTY OWNER: Reputed Contractor,If any If bills are not paid in full for the labor, service,equipment, or material furnished or to be furnished, a mechanic's Tien leading to the loss,through court foreclosure proceedings,of all or part of your property being so improved may be planed against the property even though you have paid your contractor in fulEL YOU may PRO-CRAFT PLUMBING COMPANY, INC. 31597 OUTER HIGHWAY 10 S., STE. B wish to protect yourself against this consequence by(1)requiring your contractor to furnish a signed release REDLANDS,CA 92373 by the person or firm giving you this notice before making payment to your contractor,or(21 any other method or device that is appropriate under the circumstance.Other than residential homeowners of dwetfing containing fewer than five units,private project owners must notify the original contractor and any lien claimant who has SUBCONTRACTOR with whom claimant provided the owner with a preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code that has contracted a notice of completion or notice of cessation has been recorded within 10 days of its recordation. Notice shall SAME AS ORIGINAL be by registered mail,certified mail,or first class mail,evidenced by a certificate of mailing. Failure to notify wilt extend the deadlines to record a lien. Dated: October 19, 2010 Docile/Acosta(TITL.E)ASST.CREDIT MGR. Telephone Number 7( 141 894-1988 EM# D-013277 CALIFORNIA PRELIMINARY NOTICE IN ACCORDANCE WITH SECTION 3097 AND 3098,CALIFORNIA CIVIL CODE THIS IS NOT A LIEN.THIS IS NOT A REFLECTIIaON ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR ' �r+ V E^ YOU ARE HEREBY NOTIFIED THAT. CONSTRUCTION LENDER or EWLES MATERIALS Reputed Construction Lender,if any 2010 OCT 15 , P 3(n026f person or firm furnishing labor,services,equipment or material) P.O. BOX 578, STANTON, CA 90680-0578 If,I i (address of person or firm furnishing labor,services,equipment or material) �} I JCPP CA P f_3 1 TSP,IN 101 NONE REPORTED has furnished or will furnish labor,services,equipment or materials of the following general description: AGGREGATE BASE AND/OR ASPHALT/CONCRETE DISPOSAL (general description of the€abor,services,equipment or material furnished or to be furnished)for the building,structure or other work of improvement for the project located at: EASTER WELLS 16"WATER PIPELINE INTERSECTION OF CALLS ARROYO&VIA PARRA OWNER or PUBLIC AGENCY or SAN JUAN CAPISTRANO, CA Reputed Owner JOB#21024 CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO The name of the person or firm who contracted for the purchase of SAN JUAN CAPISTRANO, CA 92675 such labor,services,equipment or material furnished is;.... .. PRO-CRA..FT PLUMBING COMPANY, INC, An estimate of the total price of the tabor,services equipment or materials furnished or to be furnished is: $10'000.00 NOTICE TO SUBCONTRACTORS; If the notice is given by a subcontractor who has rafted to pay compensation due to his or her laborers on the job,the notice shall also eontain the identity and address of any laborer and any express trust fund to whom employer payments aro due. ORIGINAL CONTRACTOR or NOTICE TO PROPERTY OWNER: Reputed Contractor,if any If bills are not paid in full for the labor, service, equipment,or material furnished or to be furnished,a mechanic's lien leading to the loss,through court foreclosure proceedings,of all or part of your properly being PRO-CRAFT PLUMBING COMPANY, INC. so improved may be placed against the property even though you have paid your contractor in full. You may 31597 OUTER HIGHWAY 10 S., STE.-B wish to protect yourself against this consequence by(1)requiring your contractor to furnish a signed release REDLANDS, CA 92373 by the person or firm giving you this notice before making payment to your contractor.or(2)any other method or device that is appropriate under the circumstance.Other than residential homeowners of dwelling containing fewer than five units,private project owners must notify the original contractor and any lion claimant who has SUBCONTRACTOR with whom claimant provided the owner with a preliminary 20-day lien notice in accordance with Section$097 of the Civil Code that has contracted a notice of completion or notice of cessation has been recorded within 10 days of its recordation. Notice shall SAME AS ORIGINAL be by registered mail,cartified malt,or first class mail,evidenced by a certificate of mailing, Fa;iom to notify will extend the deadlines to record a hen. Dated: October 7, 2010 Rachel Aco a(TITLE)ASST.CREDIT MGR. Telephone Number 714 894-1988 E M# D-39111 CALIFORNIA PRELIMINARY NOTICE In accordance with sections 1097 and 3095, California Civil Code. TI IIS IS NOT A LIEN. This is NO'T a reflection on the integrity of any contractor or subcontractor. ?196 9002 4000 1269 7650 FERGUSON ENTERPRISES INC 2750 SOUTH TOWNE AVE POMONA,CA 91766 Bildrs°No: 3198667 x JOINT CHECK REQUESTED CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADFLEANTO RETURN RECEIPT SAN ;YUAN CAPISTRANO CA 92675-3603 Bildrs No. 3198667 ( 96'9002 4000 1269 7650 AUG .1 32010 You are hereby notified that FERGUSON.EzVTERPRJS'P,'SINC t G c . has furnished or will furnish labor; services, equipment or materials of the following general de�t5Njbtiol> PL( IvIBING/fIVA(:%PIPIs WATIs'RWORKS/APPLIANC'ES'iINS`T_IILLATION S'VS,'LIGHT G C C)NSI'R.,1 L S located at: EASTERN BELLS 16'WATER PIPE'LLI'E, CIP908802, INTERSECTION OF C AI O ARROW& VI 4 PARKA, SANJUANCAP.I4TRANO, CA, OI�ANGECOUNTY The name of the persona or firm who contracted for the purchase of such labor, services, equipment or material is: PRO- CRAFT PL(,'M13ING CO INC, 756703 An estimate of total price of the labor, services, equipment or materials furnished or to be .furnished is $50,000 Owner: CITY OF SAN WAN CAPISTRANO,32400 PASEO A ELANI'O.SAN 7CIAN CAPISTRANO CA 92675-3603 Orig Contr: PRO-CRA°T PLUMBING CO INC,31597 OUTER 1IWY 1 o S STE 11, REDLANDS CA 92373-8606 Surety: DEVELOPERS SURETY & INDFMN TY CO, 4371 LATHAM ST STE 201, RIVERSIDE CA 92501, Bond4 729716P, C/O INLAND SURETY BOND&INSURANCES,SFTWICES Customer: PRO-CRAFT PLUTA13ING CO INC, 756703,31597 OUTER HWY 10 S S`E`E B,REDLANDS CA 92373-5606 NOTICE TO PROPERTY OWNER F31CA stn-r[tESENTATIVr 08,12/2-010 If bills are not paid in full for the labor,services,equipment or materials furnished or to be furnished,a mechanics' lien leading to the loss, through court foreclosure proceedings, of all or part of your property being so improved may be placed against the property even though you 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 that is appropriate under the circumstances. Other than residential homeowners of dwellings containing fewer than five units, private project owners must notify the original contractor and any lien claimant who has provided the owner with a preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of its recordation, Notice shall be by registered mail, certified mail,or first-class mail,evidenced by a certificate of mailing. Failure to notify will extend the deadlines to record a lien. !'R C211235 L✓ALIt-UKN..IA_ PKFLIMINAKY IVC) I It;E IN ACCORDANCE WI" SECTION 3097 AND 3098, CALIFORNIA CIV( 'ODE THIS IS NOT A LIEN, THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR YOU ARE HEREBY NOTIFIED THAT .... DAN COPP CRUSHING CORP CONSTRUCTION LENDER or 1300 HANCOCK ST., STE. B ANAHEIM,CA 92807 Reputed construction Lender, if any. (BOND)#729716P, DEVELOPERS 714-777-6400 SURETY&INDEMNITY CO.c/o has furnished or will furnish labor,services;equipment or materials INLAND SURETY, 4371 LATHAM ST of the following general description: STE.201, RIVERSIDE,CA 92501 951-788-8581 ONE OR MORE, CLASS II, CMB GRAVEL,SAND OR ROCK CRUSHING for the building,structure or other work of improvement located at: EASTERN WELLS 16"WATER PIPELINE, INTERSECTION OF CALLS ARROYO&VIA PARRA i (.SOB#21024) SAN JUAN CAPISTRANO, CA r•.W,..; l ` . r`,:v name of i,ie persor'E o€ << p ,rn vdiiU C... rira'::.CQ rte€ t€iC UC�i�db� ,:€ such labor,services,equipment or material is: t t J }I71006309284©61235782 PRO-CRAFT PLUMBING CO., INC. _ 31597 OUTER HWY. 10 SOUTH cl-A `t STE.B c� OWNER or PUBLIC AGENCY REDLANDS, CA 92373 or Reputed Owner (on public work) 900-700-5222 (on private work) An estimate of the total price of the labor,services, equipment or materials furnished or to be furnished is: $ 10000.00 CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO Trust Funds to which Supplemental Fringe benefits are payable: SAN JUAN CAPISTRANO, CA 92675 NOTICE TO PROPERTY OWNER if hills are not paid in full for the labor, services, equipment, or materials furnished or to be furnished,a mechanic's lien leading to the loss,through court foreclosure proceedings, of all or part of your property being so improved may be placed against the property even though you 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 tmakinq payment to your CuiltraCtor u;'E1]city oti+er niethoiu or 6 vice ola� circumstances.Other than residential homeowners of dwellings containing fewer than five units, private project owners must notify the original contractor and any lien claimant who has provided the owner with a preliminary 20-day lien notice in accordance with Section 3497 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of its recordation. Notice shall be by registered maii, 71006309264061215799 certified mail, or first-class mail, evidenced by a certificate of mailing. Failure to notify will extend the deadlines to record a lien. Dated 917/2010 ORIGINAL CONTRACTOR or Reputed Contractor, if any. _ Pres -.-.- ............ Signature {'.itle) PRO-CRAFT PLUMBING CO., INC. 31597 OUTER HWY, 10 SOUTH STE.B PRELIM SYSTEMS INC.,P.O.BOX 385,LA VERNE,CA 91750-0385 REDLANDS, CA 92373 909-790-5222 —wi,AND3098' JFORNIA CIVIL CODE THIS IS NOT A LIEN.THIS- K OT A.REFLECTION ON THE INTEGRITY OF ANY ' uNTRACTOR OR SUBCONTRACTOR, YOU ARE HEREBY NOTIFIED THAT... '7 NAME AND ADDRESS OF PERSON OR FIRM FURNISHING LABOR,SERVICES,EQUlp,OR mArERIALS has furnished or will furnish Tabor, services, e uirmqn.t or CALIFORNIA PRELS MINARYNOTICE tion: LENDER(REPUTED) ORIGINAL CONTRACTOR(REPUTED) OWNER(REPUTED)OR PUBLIC AGENCY SUBCONTRACTOR WITH WHOM CLAIMANT CONTRACTED for buiwinst-urtiTa or other work of imPrf)Vcm0rI!located at: f. va* y'' an -0�bye.Wr V!tsnlj, 18 ire ntit 'r'h Name of person or firm who contracted for purc4bse of 1%, iljfl MI' t such labor,sarvices,Pquiprtient ormntnn- 00 h al�n t.!�'�W If our it 1.5 md:ffilifill amw:m al �l 0,y 0 An estimate of the total prim of the labor,services,oqtjiprno CPN PREPARED BY: or material is �ni 11 1 SIGNATURE trust le.f,!'ds to fring, payab Y ,/Y7 7179 1380 3630 0672 0760 7/30/2010 TPR562 589437 CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO , CA 92675 IMPORTANT NOTICE PLEASE READ CAREFULLY Enclosed you will find a notice that is being sent to you on behalf of Trench Plate Rental Company in regards to the construction project [mown as EASTERN WELLS 16" WATER PIPELINE CALLE/SAN JUAN CAP and located at CALLE ARROYO& PAS> O TIRADOR& VIA PARRA JOB # 21024 , SAN JUAN CAPISTRANO , CA 92675. It is important to nate that this notice is not a lien. This is a routine procedure to comply with certain state requirements that may exist and should not reflect in any way on the integrity or credit standing of any of the known interested parties associated with this job. If any information is incorrect, or if you are not associated with this job, please do not hesitate to contact Trench Plate Rental Company at 888-833-3777. File:589437 (CA PB) Customer: PROCRAFT PLUMBING Notice Requested by: Customer 4: 810633 I'renc-h Plate Rental Company 3 Job Name: EASTERN WELLS 16"WATER PIPELINE 13217 L.-aureldale Ave. Job#/PO4: CA.LLE/SAN JUAN CAP/ Downey,CA 90242 888-833-3777 Cert 4: 7179 1380 3630 0672 0760 E PRELIMINARY 20-DAY NOTICE (PUBLIC WORK) This is not a lien.This is not a reflection on the integrity of any contractor or subcontractor, but the notice prescribed in California Civil Code section 31798 TOTIIF OWNER OR REPUTED OWNER 1.The following is a general description of the labor,service, CITY OF SAN JUAN CAPISTRANO equipment or materials furnished or to be furnished by the 32400 PASEO ADELANTO undersigned: SAN JUAN C'APISTRANO,CA 92675 Construction Dental Equipment and Labor 2.Estimated Price: 520,000.00 3.The name of the person who furnished that labor,service, TO THE ORIGINAL OR REPUTED CONTRACTOR equipment or materials is: PROCRAFT PLUMBING CO INC Trench Plate Rental Company 31597 OUTER HWY 10 S STE B 13217 Laureldaie Ave. REDLANDS,CA 92373 Rowney,CA 90242 888-833-3777 909-790-5222 4.Bate labor,service,equipment or materials first furnished: 7/1612010 5.The name of the person who contracted for purchase of that labor, service,equipment or material is: TO'I'HE LENDER/S[IRETY OR REPUTEDPROCRAFT PLUMBING DEVELOPERS SURETY&INDEMNITY CO 31597 OUTER 1IWV 10 SOUTH STE B 4371 LATHAM ST#2.01 REDLANDS,CA 92373 C/O INLAND SURETY BOND 6.The description of thejobsite is: RIVERSIDE,CA 92501 EASTERN WELLS 16"WATER PIPELINE 9CALL1E/SAN Bond/Loan#7297161' CALL E ARROYO&PASIE'O TIRADOR& VIA PARRA,JOB# SAN JUAN CAPISTRANO,CA 92675 NOTICE TO PROPER'T'Y OWNER If hills are not paid in full for the labor,services,equipment,or materials furnished or to be furnished,a mechanics' lien leading to the loss,through court foreclosure proceedings of all or part of your property being so improved may be placed against the property even though you have paid your contractor in full, You may wish to protect yourself against the 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 contractors,or(2) any other method or device that is appropriate under the circumstances,tither than residential homeowners of dwellings containing fewer than five units,private project owners must notify the original contractor and any lien claimant who has provided the owner with a preliminary 20-day lien notice in accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded with 10 days of its recordation.Notice shall be by registered mail,certified mail,or first class mail, evidenced by a Certificate of mailing. 'Failure to notify will extend the deadlines to record a lien. Dated: 7/30/2010 T3v: Laura Pavcv I CRIT Solutions _ ^- Authorized Agent For: 'French Plate Rental Company PROOF OF SERVICE BY MAIL AFFIDAVIT E declare that I served a copy of the above document,and any related documents,by(as required by law)first-class,certified or registered mail, postage prepaid,addressed to the above named parties,at the addresses listed above,on 7/30/201£7.1 declare under penalty of perjury that the foregoing is true and correct.Executed at Simi Valley,CA on 7/30/2010, By; Laura Pavey/Lien Administrator s 9 a ADDENDUM NO. 1 TO THE SPECIFICATIONS AND BID FORMS FOR THE CONSTRUCTION OF THE EASTERN WELLS PIPELINE PROJECT CIP 08802 March 19, 2410 To: All Plan Holders From: The City of San Juan Capistrano and AKM Consulting Engineers Notice is hereby given to prospective bidders that the following changes, additions, and/or deletions are hereby made a part of the Plans and specifications to furnish, deliver, and install the Eastern Wells Pipeline as fully and completely as if the same were My set forth therein. This Addendum No. 1 shall form a part of the Contract Documents and take precedence of the original Contract Documents. Bidders shall acknowledge receipt of this Addendum No. 1 by signing page Al-2 and faxing a copy of page Al-2 to the City of San Juan Capistrano(949)493-3955 by Monday March 22,2410. 'In addition,Page Al-2 and the Revised Bid Forms shall be included in the Contractor's bidding document package. DATED: March 19,2010 oe Mankawich Associate Engineer City of San Juan Capistrano Addendum No. I (March 19,2010) City of San Juan Capista4w Eastl m Wells Pipeline THIS PAGE TO BE ATTACHED TO BIDDING DOCUMENTS. I have received Pages Al-1 through Al-7, and the Revised Bid Form. Pro-Craft Plumbing Date Received by Bidder: By. Company, Inc. ;Bidder' omyName 03/19/2010 dder's Signature Timothy McFayden, CEO/SEC Typed or Printed Name Ad&=1=n1Ess =Wills Pgw1=(2M= PAGE A1-2 ADDENDUM NO. 1 TO THE SPECIFICATIONS AND BID FORMS FOR THE CONSTRUCTION OF TIRE EASTERN WELLS PIPELINE PROJECT CIP 0$802 March 19, 2010 To: All Plan Holders From: The City of San Juan Capistrano and AKM Consulting Engineers Notice is hereby given to prospective bidders that the following changes, additions, and/or deletions are hereby made a part of the Plans and specifications to furnish, deliver, and install the Eastern Wells Pipeline as fully and completely as if the same were fully set forth therein. This Addendum No. 1 shall form a part of the Contract Documents and take precedence of the original Contract Documents. Bidders shalt acknowledge receipt of this Addendum No. 1 by signing page Al-2 and faxing a copy of page Al-2 to the City of San Juan Capistrano (949)493-3955 by Monday March 22,2010. In addition, Page Al-2 and the Revised Bid Forms shall be included in the Contractor's bidding document package. DATED: March 19, 2010 oe Mankawich Associate Engineer City of San Juan Capistrano Addendum No. 1 (March 19,2010) City of San Juan Capistrano Eastern Wells Pipeline THIS PAGE TO BE ATTACHED TO BIDDING DOCUMENTS. I have received Pages Al-1 through Al-7, and the Revised Bid Form. Date Received by Bidder: By: Bidder's Company Name Bidder's Signature Typed or Printed Name Addendwnl_Eastan Wells Pipeline(2).doc PACE Al-2 Addendum No. 1 (March 19,20 10) City of San Iuan Capistrano Eastern Wells Pipeline The following changes, additions, deletions, or modifications shall be made to the Contract Documents and shall take precedence over the original Contract Documents; all other provisions in the Contract Documents remain the same. 1. BIDDING AND CONTRACTUAL DOCUMENTS Bidder's shall utilize the attached revised Bid Proposal Forms. No other forms shall be accepted.. 2. BIDDING AND CONTRACTUAL DOCUMENTS Bidders shall utilize attached revised Section 01030"Measurement and Payment". 3. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: The plans and specifications refer to a geotechnical report. Where are copies of the report available? Answer: A copy of the geotechnical report prepared by Ninyo & Moore, dated May 7, 2009, for this project is available on the City's Website httn://www.sanjuaneavistrano.org Departments& ServicesfUtilities Department/Construction & Engineering 4. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Will the encroachment permit fee be waived?If not what is the cost? Answer: The City's encroachment permit fee will NOT be waived. The cost is $200. The contractor is also required maintain a current City Business License. 5. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Will night work be required? Answer: Night work will only be required for that portion of work shown on Sheet 25 which lies within the existing business center on the west side of the freeway (STA. 10+00 to STA. 11+00), Night work hours shall be from 9:00 PM to 5:00 AM. 6. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Are the Orange County Flood Control, SCRRA and Caltrans permits in place? If not, what is the timing on these permits? Can there be an allowance for the bid items, if a final permit cost has not been established yet? Answer: The Work is located in the jurisdiction of the following three agencies: Metrolink, California Department of Transportation (Caltrans), and Orange County Flood Control District (OCFCD). The City is currently working to Addenduml_Eastem Wella Pipeline(2).doc PAGE A1-3 • Addendum No. 1 (March 19,2010) City of San Juan Capistrano Eastern Wells Pipeline obtain permits from Caltrans and OCFCD and will procure these permits prior to construction. The following requirements have been requested by each agency: Metrolink- The contractor is to obtain a Temporary Right-of-Entry Agreement (Southern California Regional Rail Authority Form No. 6)and comply with all of the included requirements. These requirements include, but are not limited to,the attendance of SCRRA safety training and the presence of a SCRRA Railroad Employee during construction within the right-of-way. OCFCD- The contractor is to obtain a Construction Permit and comply with all included requirements. These requirements include, but are not limited to,the following: No construction material is to be stored in a way that impedes/interferes with access, road use, channel inspection, maintenance of facilities or emergency vehicle access. • Activity within district RoW to be non-storm season (May-1 -Sept 30). No work between October 1st and April 30th without approval. Caltrans - The contractor is to obtain a Construction Permit and comply with all included requirements. These requirements include, but are not limited to,the following: Installation of the 16" water pipe line by trenching shall conform to all Cal-OSHA requirements.However, if the depth of excavation is 5-feet or deeper, a shoring plan shall be submitted for review and approval before work begin. The shoring plan shall include,design data, Geotechnical report,detail cross section, plan and profile with elevations and supporting calculations. • Settlement monitoring plan along the alignment of the proposed 16" water line with 28"steel casing within Clatrans RAV shall be submitted for review. 7. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: What are the survey requirements of the Caltrans permit? Answer: See Answer to Question 6 above. 8. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Will the City provide a designated storage location/work yard? Answer: A centrally located storage site near the existing Tirador Well Site at the westerly end of will be provided for use by the awarded contractor. The Adden&ml_Eastan Wells Pipeline(2).doc PAGE A14 Addendum No. i (March 19,2010) City of San Juan Capistrano Eastern Wells Pipeline contractor will be responsible to keep the site clean and orderly. The contractor will provide site security and fencing. 9. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: There are conflicting specifications on whether the City or the Contractor shall provide the soils compaction testing for the project. Answer: The Contractor shall hire a registered Geotechnical Engineering firm to perform all compaction tests on fill and backfill. The Contractor shall notify the City's inspector when the testing will be preformed so that he may be present during the testing. If the Contractor plans to use imported sand or other imported material for backfill, a sample of the material to be used for the backfill shall be delivered to the Geotech Engineer for testing, ten (10) working days prior to the commencement of backfilling in accordance with Part 1.10 of the specifications. A report on the backrdl should be submitted for approval per Section 01340 Shop Drawing Procedures. 10. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Will the City provide a location for the trench spoils? Answer: Each of the well sites will require fill. The South Cooks Well Site will require 970 C.Y., Well Site 5A will require 1,070 C.Y. The contractor shall provide erosion control for the stockpiles. In addition, the City will make the field behind the Old Rancho Mission Viejo Offices located at 28632 Ortega Highway available for removal of the rest of the excess excavated materials. The contractor will be required to provide clean rill material per Part 2A of Section 02223 of the'specifications. 11. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Is this pre-bid meeting mandatory? The Notice Inviting Bids is a little ambiguous, as it states that Bidder"require to attend" but will not be disqualified if they fail to attend. Answer: The meeting was not mandatory. Bids will be accepted from non attendees. 12. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: The plans and specifications refer to the City's NPDES requirements. Where are copies of the report available? Answer: A copy of the NPDES requirements project is available on the City's Website : httv://www.san*uancat)istrano.oE& Addenduml_Eastern Wells Pipeline(2).doc PAGE Al-5 Addendum No. 1 (March 19,20 10) City of San Juan Capistrano Eastern Wells Pipeline Departments & Services/Environmental Services/Storm Water Program/ Regulations 13. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: What are the Caltrans overload requirements? Answer: All hauling sball'be in accordance with the requirements set forth in the California Vehicle Code. 14. CLAREFICATION QUESTION ASKED AT PRE-BID MEETING Question: What is the schedule of the Orange County Flood Control Sheet Pile project? Will it affect the ability to perform the pipeline construction in this area? Answer: Orange County Flood Control is scheduled to work in the area of the pipeline from April 1 through May 30.These dates may change.The contractor shall coordinate his/her work efforts so as to not impact Orange County Flood Control construction activities. No additional costs will be allowed for this coordination and/or scheduling adjustments. 15. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: The plans call for planting of the slopes but there is no plan for the planting. Answer: Slopes shall be restored to pre-construction condition, including restoration of existing in-kind plants. 16. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Is the Contractor required to backfill and pave following each days progress? Answer: The contractor is required to properly backfill and compact all trenches before moving off the job for the evening. Overnight open trenches will not be allowed,excepting jack and bore pits,which must be properly fenced and secured.Pavement replacement can be completed in phases,with no more than 1,500 feet of project being left unpaved at a time. 17. CLARIFICATION TO PLANS Plan Sheet 11 --New 12"PVC Water Line, Approximate Station 32+85 to 35+20, modify as follows: a. Alignment Adjustment: There is a 16" PVC water line crossing the proposed alignment at approximately Station 33+85. This line is not shown on the plans. Join the 16"PVC line instead of the 12" ACP line shown at Station 32+85. Addenduml_Eastern Wells Pipeline(2).doc PAGE Al-6 Addendum No. 1 (March 19, 20 10) City of San Juan Capistrano Eastern Wells Pipeline b. Pipe Size: Construct 16"PVC C905 Class 235 pipe instead of 12"PVC C900 Class 305 pipe indicated on the drawings. c. The 12" ACP line, approximate Station 32+85, shall be capped and thrust block provided, similar to Detail 2 on Sheet 27. d. At approximate Station 35+20,join 16"PVC line with 16" MJ x MJ Butterfly Valve instead of 12" RW Gate Valve and Reducer. ,e. A revise plan sheet will be issued to the contractor prior to construction. This change results in deleting 235 LF of 12" water line and adding 135 LF of 16" water line. The quantities(Bid Item 15) have been adjusted on the revised Bid Forms. 18. CLARIFICATION QUESTION ASKED VIA E-MAIL Question: Will a Jack&Bore Under the 5-Freeway, Station 24+70 to 28+70, be allowed instead of excavate& replace Concrete pathway? Answer: The City has no objections to jacking and boring instead of open cutting in this area at the contractor's option. However, previous excavations have encountered cobles and boulders in this area. The Contractor shall be responsible ror all extra costs associated with the jack and bore operation, obtaining all approvals, and compliance with all Caltrans permit requirements. 19. CLARIFICTION TO TECHNICAL SPECIFICATIONS Section 01030, Part 1 —Paragraph C.14: Change 12-inch to read 16-inch, two(2) places. 20. CLARIFICATION QUESTION ASKED VIA E-MAIL, Question: Where are the City's Standard Water Drawings available? Answer: httn://www.sapjuancayistrano.ora Departments & ServiceslUtilities Department/Construction & Engineering Addenduml_Eastem Wells Pipeline(2).doc PAGE Al-7 This is Page 1 of Exbihit B consisting of 6 pages, referred to in and made a part of the AGREEMENT between the OWNER and the CONTRACTOR. BID SCHEDULE (Revised per Addendum No. 1) CIP NO. 08802 Eastern Wells 16-inch Water Pipeline And Interstate 5 Crossing (Schedules A& B Combined) UNIT OF EST. UNIT ITEM NO. ITEM DESCRIPTION MEASURE QTY. PRICE COST 1. Mobilization and Demobilization. LS 1 2. OCFCD Encroachment Permit LS 1 3. Caltrans Encroachment Permit_ LS 1 4. SCRRA Encroachment Permit LS 1 5. City of San Juan Capistrano Public Works Encroachment Permit LS l 6. Furnish all labor,materials and equipment for Construction of 16-inch PVC C905 Well Collection Line, and Appurtenances,Complete and Operational. LF 5648 7. Furnish all labor,materials and equipment for 16-inch FPVC C905 Well Collection Line and Appurtenances, Complete and Operational. LF 1171 8. Furnish all labor,materials and equipment for 20-inch FPVC C905 Casing and Appurtenances,Complete and Operational. LF 200 9. Furnish all labor;materials and equipment for 20-inch and 26-inch Steel Casing and Appurtenances,Complete and Operational. LF 940 FORM U-302 UNrr PRICE UNIT PRICE BID SCHEDULE N��"""°d BID FORMS-PAGE 1 UNIT OF EST. UNIT, ITEM NO. ITEM DESCRIPTION MEASURE QTY. PRICE COST 10. Furnish all labor,materials and equipment for Construction of Connection Points including piping, valves,and all required appurtenances,Complete and Operational. EA 7 11. Furnish all labor,materials and equipment for Construction of the 16-inch PVC interstate 5 Crossing Watermain and Appurtenances,Complete and Operational- LS 1 12. Furnish all labor,materials and equipment for 28-inch Steel Casing Jack and Bore and Appurtenances,Complete and Operational. LS 1 13. Furnish all labor,materials and equipment for Temporary 8-inch Bypass Connection and Appurtenances,Complete and Operational_ LS 1 14. Furnish all labor,materials and equipment for 16-inch PVC C900 Waterline and Appurtenances,Complete and Operational. LF 135 15. OCTA Safety Training LS 1 TOTAL BID PRICE (SCHEDULES A &B COMBINED):$ Dollar amount in written form Additive Bid Item: Furnish all labor, materials and equipment for jacking and boring 120 LF of 28-inch steel casing(t=318")under La Novia Avenue instead of open cutting the street; including casing pipe, casing spacers and end seals, complete and operational for the lump sum cost of: Dollar amount in written form The City reserves the right to award the additive bid item. FORM 11302 UNr r PRICE UNIT PRICE BID SCHEDULE � 2M1un� BID FORMS-PAGE 2 Specifications p and Bid Documents for CITY OF SAN JUAN CAPISTRANO M EASTERN WELLS PIPELINE CiP No. 08802 ' Submitted to City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Submitted by AKM Consulting Engineers 553 Wald Irvine, California 92618 (949) 753-7333 FEBRUARY 2010 CSP No. 08802 The Specifications contained herein have been prepared by, or under the direct supervision of, the following Registered Civil Engineer: �OpP0FE551O,� G ry J. Hobson, P.E. H0.40779 Principal Engineer EW J ,� AKM Consulting Engineers Civil Engineer C-40775 �, L `P SOF CAUFaQ'ta Approved by: Eric P. Bauman, P.E. Utilities Engineer Utilities Department San Juan Capistrano, CA FORMSi x02l1signl.w1,wptl SIGNATURE PAGE Nov 2001 CITY OF SAN JUAN CAPISTRANO BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS EASTERN WELLS 16-inch Water Pipeline CIP NO. 08802 Notice Inviting Bids Instructions to Bidders ' Bid Forms Bid (Proposal) Bid Schedule List of Subcontractors Non-Collusion Affidavit Bidder's General Information Bid Bond (Bid Security Form) 1 Agreement and Bonds Agreement Form Worker's Compensation Certificate Performance Bond Payment Bond Certificate of Insurance X04U-part1.wpd CONTENTS Nov 2001 PAGE 1 1� NOTICE INVITING BIDS FOR EASTERN WELLS 164NCH WATER PIPELINE C.I.P. NO. 08802 f Notice is hereby given that sealed bids For Eastern Wells 16-inch Water Pipeline f C.I.P. No. 08802 will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2:00 Q.m. on.Tuesday, March 23 2010 at which time they will be opened and read aloud. Prospective bidders are required to attend a pre-bid walk through of the proposed r work site and existing facilities which will be conducted by the City at 10 am on the 11"' day of ri�arch X10. Failure to participate in the pre-bid walk will D9tt disqualify a bidder as being non-responsive. The pre-bid visit will start at the City Hall Council Chambers and then proceed, along the alignment beginning at the Groundwater Recovery Plant and terminating at Well 5A 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, Califomia, and may be obtained at the non-refundable charge of$25 plus a charge of$15 for each set of Plans and Specifications mailed. For more information, please contact Joe Mankawich, Associate Engineer at(949)487-4313. Dated: February 18, 2010 MA MORRIS, CI CLERK CITY SAN JUAN WISTRANO ORANGE COUNTY, CAUIFORNIA 1 1 S NOTICE INVITING BIDS For Eastern Wells 16-inch Water Pipeline C.I.P. No. 08802 N-1. NOTICE IS HEREBY GIVEN that-sealed bids for the drilling and development of Eastern Wells will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2 pm on 23 March 2010 at which time they will be opened and read aloud. N-2 DESCRIPTION OF THE WORK: The Work comprises of constructing approximately 6,820 linear feet of 16-Inch PVC C905 pipe for the Eastern Wells 16-inch Water Pipeline. The 16-inch Water Pipeline will be encased in various sections of the alignment which will require approximately 200 linear feet of 20-inch Fused PVC casing and approximately 911 linear feet of 20-inch Steel basing. Additionally the Work will consist of approximately 413 linear feet of 16-inch Ductile Iron Class 204 pipe for the Interstate 5 Crossing. This pipeline will be installed via the Jack and Bore method and be encased by a 30-inch Steel casing. ' N-3 LOCATION OF THE WORK: The Work to be constructed begins at the City's Groundwater Recovery Plant, located adjacent to the City Hall. The Project ends at the existing Well 5 site, located southeast of the intersection"of Calle Arroyo and Via Parra adjacent to San Juan Creek in the City of San Juan Capistrano, CA. 1; .4-4 COMPLETION,OF THE WORK: Time is of the essence. All work must be 1 completed within 100 Calendar days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. N-5 AWARD OF CONTRACT: (a) The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder and reject all other bids, as it may best serve the interest of the City. (b)As a condition of award,the successful bidder will be required to submit payment and performance bonds and insurance-in an amount of 100 percent of the contract price. LF N-6 BID SECURITY. Each bid shall be accompanied by a certified or cashier's check �I or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San € Juan Capistrano. FORM LLM ,0su4ftM.wpe NOTICE INVITING BIDS WV 2W1 PAGE 1 c l N-7 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. I 2 N,8 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class A or C-34 Contractor license at the time of submitting bids. N-9 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is on file at the office of the City. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. r' - 0 T N 1 RETAINAGE FROM PAYMENTS. The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. N-11 PRE-BID VISIT TO WORK SITE: (a) Prospective bidders are required to attend a pre-bid walk through of the proposed ,i work site and existing facilities which will be conducted by the City at 10 am on 11 March 2010 �i (b) Failure to participate in the pre-bid walk will not disqualify a bidder as being non- responsive. (c)The pre-bid visit will start at the City Hall Council Chambers and then proceed, along the alignment beginning at the Groundwater Recovery Plant and terminating at Well 5A. N-12 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a)Contract Documents may be inspected without charge at the Office of the City Clerk, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b)Complete sets of said Contract Documents may be purchased at$25.00 dollars per set and are obtainable from the office of the City Clerk. No refund will be made of any charges for sets of Contract Documents. (c)An additional fee of$15.00 will be charged for sets of documents sent by mail. N-13 ADDRESS AND MARKING OF BIDS:The envelope enclosing the Bid shall,be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the FORM U-00 a.wN NOTICE INVITING BIDS WV2001 PAGE 2 f City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope shall be plainly marked in the upper left hand comerwith the name and address of the Bidder and shall bear the words"Bid For..."followed by the Project title, date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. BY ORDER OF THE,CITY OF SAN JUAN CAPISTRANO Date Cl ` JUAN CAPISTRANO Ma ' City Cie t FORM WPd NOTICE INVITING BIDS PAGE 3 CITY OF SAN JUAN CAPISTRANO INSTRUCTIONS TO BIDDERS 1. DEFINED TERMS-Terms used in these Instructions to Bidders and the Notice Inviting Bids and not defined herein shall have the meanings assigned to them in the General Conditions. The term"Bidder"shall mean one who subm its a Bid directly to the City,as distinct from a sub-bidder,who submits a Bid to a Bidder. The term "Engineer" shall be as defined in the General Conditions or Supplementary General Conditions. 2. COMPETENCY OF BIDDERS-Except as otherwise provided under Public Contract Code§20103.5, no Bid for the Work will be accepted from a contractor who does not hold a valid contractor's license in the State of California for the classifications named in the Notice Inviting Bids at the time of opening Bids. 3. DISQUALIFICATION OF BIDDERS - More than one Bid from an individual, firm, partnership, corporation,or association under the same or different names will not be considered. If the City believes that any Bidder is interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is interested will be rejected. If the City believes that collusion exists among the Bidders,all Bids will be rejected. 4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND THE SITE-(a)It is the responsibility of each Bidder before submitting a Bid to examine the Contract Documents thoroughly; visit the site to become familiar with local conditions that may affect cost, progress, or performance of the Work; consider federal, state, and local laws and regulations that may affect cost, progress, or performance of the Work; study and carefully correlate the Bidder's observations with the Contract Documents;and notify the Engineer of all conflicts, errors, or discrepancies noted in the Contract Documents. (b)Reference is made to the Supplementary General Conditions for identification of those reports of explorations and tests of subsurface conditions at the site which may have been utilized by the Engineer in the preparation of the Contract Documents. However,such reports are NOT a part of the Contract Documents. The interpretation of such technical data, including any interpolation or extrapolation thereof, together with non-technical data, interpretations, and opinions contained therein or the completeness thereof is the responsibility of the Bidder. (c)Copies of such reports and drawings will be made available for inspection by the City to any Bidder 1 upon request. Those reports and drawings are NOT part of the Contract Documents, but any technical data contained therein upon which the Bidder is entitled to rely is limited to that set forth in the Supplementary General Conditions. (d)Subject to the provisions of Section 4215 of the California Government Code,information and data reflected in the Contract Documents with respect to underground utilities at or contiguous to the site is based upon information and data furnished to the City and the Engineer by the owners of such underground utilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary General Conditions. (e)Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, underground utilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in the Specifications and Supplementary General Conditions. (f)Before submitting a Bid,each Bidder must,at Bidder's own expense,make or obtain any additional examinations and investigations which pertain to the physical conditions (surface, subsurface, and underground utilities)at or contiguous to the site or otherwise which mayaffect cast,progress,or performance of the Work and which the Bidder deems necessary to determine its Bid for performing the Work in accordance with the time, price, and other terms and conditions of the Contract Documents. FORM U-101 INSTRUCTIONS TO x06U-1011nst.wpd Nov 2001 BIDDERS - PAGE 1 (g)Where feasible, upon request in advance, the City will provide each Bidder access to the site to conduct such investigations and tests as each Bidder deems necessary for submittal of a Bid. The Bidder ' shall fill all exploration and test holes made by the Bidder and shall repair damage,clean up,and restore the site to its former condition upon completion of such exploration. (h)The lands upon which the Work is to be performed,the rights-of-way and easements for access thereto, and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easement for permanent structures or permanent changes in existing structures will be obtained and paid for by the City unless otherwise provided in the Contract Documents. (i)The submittal of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Article;that without exception the Bid is premised upon performing the Work required by the Contract Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents; and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all the terms and conditions for performance of the Work. 5. INTERPRETATIONS-All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary bythe Engineer in response to such questions will be resolved by the issuance of Addenda mailed, FAXed, or delivered to all patties recorded by the Engineer or the City as having received the Contract Documents. Questions received less than 7 days prior to the date of opening Bids may not be answered. Only questions that have been resolved by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal or contractual effect. 8. BID SECURITY, BONDS, AND INSURANCE - Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made payable to the City and shall be given as a guarantee that the Bidder, if awarded the Work,will enter into an Agreement with the City and will furnish the necessary insurance certificates,Payment Bond,and Performance Bond. Each of said bonds and insurance certificates shall be in the amounts stated in the General and Supplementary Conditions of the Contract. In case of refusal or failure of the successful Bidder to enter into said Agreement,the check or Bid Bond,as the case may be,shall be forfeited to the City pursuant to the provisions of Public Contract Code Section 20174. If the Bidder elects to furnish a Bid Bond as its security, the Bidder shall use the Bid Bond form bound herein,or one conforming substantially to it in form. 7. RETURN OF BID SECURITY,Within 14 days after award of the Contract,the City will return all bid securities accompanying such of the Bids that are not considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose Bids they accompany. 8. BID FORM-The Bid shall be made on the Bid Schedule sheets bound herein and the pages OR"Rot Unless otherwise provided in the Notice Inviting Bids, in the event there is more than one Bid Schedule, the Bidder may Bid on any individual schedule or on any combination of schedules. All bid items shall be properlyfilled out. Where so indicated in the Bid Documents,Bid price shall be shown in words and figures,and any conflict between the words and figures,the words shall govern.The envelope enclosing the sealed bids shall be plainly marked in the upper left-hand corner with the name and address of the Bidder and shall bear the words"BID FOR,"followed bythe title of the Contract Documents for the Work, the name of the "CITY OF SAN JUAN CAPISTRANO," the address where the bids are to be delivered or mailed to, and the date and hour of opening of bids. The Bid Security shall be enclosed in the same envelope with the Bid. 9. SUBMITTAL OF BIDS- The Bids shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time. Bids will not be accepted after the appointed time for opening of bids, no matter what the reason. INSTRUCTIONS TO FORMAT x06U-101 inst.wpd BIDDERS- PAGE 2 P40V 2001 10. DISCREPANCIES IN BIDS-In the event that there is more than one Bid Item in the Bid Schedule,the Bidder shall furnish a price for all Bid Items in the schedule, and failure to do so will render the Bid as non-responsive and may cause its rejection. in the event that there are unit price Bid Items in a Bid Schedule and the "amount' indicated for a unit price Bid Item does not equal the product of the unit price and quantity listed,the unit price shall govern and the amount will be corrected accordingly,and the Contractor shall be bound by such correction, subject to the provisions of Section 5100 et seq. of the California Public Contract Code. In the event that there is more than one Bid Item in a Bid Schedule and the total indicated for the schedule does not agree with the sum of prices Bid on the individual items,the prices bid on the individual items shall govern and the total for the schedule will be corrected accordingly, and the Contractor shall be bound by said correction, subject to the provisions of Section 5100 et seq. of the California Public Contract Code. 11. QUANTITIES OF WORK-(a)The quantities of work or material stated in unit price items of the Bid are supplied only to give an indication of the general scope of the Work; the City does not expressly or by implication agree that the actual amount of work or material will correspond therewith. (b) In the event of an increase or decrease in a bid item quantity of a unit price contract, the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit prices established for such work under the Contract Documents;provided,that on unit price contracts, increases of more than 25 percent,decreases of more than 25 percent,and eliminated items shall be adjusted as provided in the General and Supplementary General Conditions of the Contract. 12, WITHDRAWAL OF BID-The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or it's properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids prior to the scheduled closing time for receipt of Bids. 13. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS - Unauthorized conditions, limitations, or provisos attached to the Bid will render it informal and will cause its rejection as being non-responsive. The completed Bid forms shall be without interiineation,alterations,or erasures. Alternative Bids will not be considered unless expressly called for in the Notice Inviting Bids. Oral, FAX, telegraphic, or telephone Bids or modifications will not be considered. 14. LIQUIDATED DAMAGES - Provisions for liquidated damages, if any, shall be as set forth in the Agreement and the provisions of the General and Supplementary General Conditions. 15. SUBSTITUTE OR OR-EQUAL ITEMS-The Work,if awarded,will be on the basis of materials and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or"or-equal"items. Whenever it is indicated in the Drawings or specified in the Special Provisions that a substitute or "or-equal" item of material or equipment may be furnished or used by the Contractor if acceptable to the Engineer, application for such acceptance may be considered by the Engineer pursuant to the provisions of Public Contract Code Section 3400 (rev-1888 ). The procedure for submittal of any such application by the Contractor and consideration by the Engineer shall be as specified in the Specifications or Special Provisions. 1 16. AWARD OF CONTRACT - Award of Contract, if it is awarded, will be to the lowest responsive, responsible bidder. 17. EXECUTION OF AGREEMENT - The Bidder to whom award is made shall execute a written Agreement with the City on the form of agreement provided,shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within 15 calendar days after receipt of the Agreement forms from the City. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for an annulment of the award and forfeiture of the Bid Security. If the lowest responsive, responsible bidder refuses or fails to execute the Agreement, the City may award the Contract to the second lowest responsive, responsible Bidder. if the second lowest responsive, responsible Bidder refuses or fails to execute the Agreement,the City may award roRMU-101 INSTRUCTIONS TO x06U-101 inst.wpp Nov 2001 BIDDERS - PAGE 3 the Contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement,each such bidder's Bid Securities shall be likewise forfeited to the City. 18. WORKER'S COMPENSATION REQUIREMENT-The Bidder should be aware that in accordance with laws of the State of California,the Bidder will, if awarded the Contract,be required to secure the payment of compensation to its employees and execute the Worker's Compensation Certification. - END OF INSTRUCTIONS TO BIDDERS - INSTRUCTIONS TO FORMAT U t xOGU-101inst BIDDERS - PAGE 4 Nov 2001001 Bro This is EXHIBIT A,consisting of one page, referred to in made and a part of the AGREEMENT between the OWNER and the CONTRACTOR BID TO: CITY OF SAN JUAN CAPISTRANO The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with the City in the form included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or indicated in said Contract Documents entitled: Eastern Wells 16-Inch Water Pipeline C.I.P. No. 08802 iBidder accepts all of the terms and conditions of the Contract Documents,including without(imitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security. This Bid will remain open for the period stated in the Notice Inviting Bids,unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders,and will fumish the insurance certificates, Payment Bond, Performance Bond,and all Permits required by the Contract Documents. Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby acknowledged): Number Date rNumber Date Number Date Number Date Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances, rules,and regulations), and the conditions affecting cost,progress,or performance of the Work,and has made such independent investigations as Bidder deems necessary. In conformance with the current statutory requirements of California Labor Code Section 1860,et seq.,the undersigned confirms the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured against liability for worker's compensation,or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract. To all the foregoing,and including all Bid Schedule(s),List of Subcontractors, Non-collusion Affidavit, Bidder's General information,and Bid Bond contained in these Bid Forms,said Bidder further agreeslo complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s), Dated: Bidder: By: (Signature) Title: Xosu FORM BID (PROPOSAL) Nov 2001 BID FORMS - PAGE 1 This is Page 1 of Exbihit B consisting of 6 pages,referred to in and made a part of the AGREEMENT between the OWNER and the CONTRACTOR. BID SCHEDULE ' CIP NO. 08802 Eastern Wells 16-inch Water Pipeline And Interstate 5 Crossing (Schedules A& B Combined) UNIT OF EST. UNIT ITEM NO. ITEM DESCRIPTION MEASURE QTY. PRICE COST 1. Mobilization and Demobilization. LS 1 2. OCFCD Encroachment Permit LS I 3. Caltrans Encroachment Permit. LS 1 4. SCRRA Encroachment Permit LS 1 5. City of San Juan Capistrano Public Works Encroachment Permit LS I 6. Furnish all labor,materials and equipment for Construction of 16-inch PVC C905 Well Collection Line, and Appurtenances, Complete and Operational. LF 5648 7. Furnish all labor,materials and equipment for 16-inch FPVC C905 Well Collection Line and Appurtenances, Complete and Operational. LF 1171 8. Furnish all labor,materials and equipment for 20-inch FPVC C905 Casing and Appurtenances,Complete and Operational. LF 200 9. Furnish all labor,materials and equipment for 20-inch and 26-inch Steel Casing and Appurtenances,Complete and Operational. LF 940 I FORM U2uni UNIT PRICE UNIT PRICE BID SCHEDULE Nov 2001 nit.wpd BID FORMS - PAGE 1 Nov 2004 UNIT OF EST. UNIT ITEM NO. ITEM DESCRIPTION MEASURE QTY. PRICE COST 10. Furnish all labor,materials and equipment for Construction of Connection Points including piping, valves,and all required appurtenances,Complete and Operational. EA 7 11. Furnish all labor,materials and equipment for Construction of the 16-inch PVC Interstate 5 Crossing Watermain and Appurtenances,Complete and Operational. LS 1 12. Furnish all labor,materials and equipment for 28-inch Steel Casing Jack and Bore and Appurtenances, Complete and Operational. LS 1 13. Furnish all labor,materials and equipment for Temporary 8-inch Bypass Connection and Appurtenances,Complete and Operational- LS 1 14. Furnish all labor,materials and equipment for 12-inch PVC C900 Waterline and Appurtenances,Complete and Operational. LF 235 15. OCTA Safety Training LS 1 1 TOTAL BID PRICE (SCHEDULES A&B COMBINED):$ Dollar amount in written form Additive Bid Item: Furnish all labor, materials and equipment for jacking and boring 120 LF of 28-inch steel casing(t=318")under La Novia Avenue instead of open cutting the street; including casing pipe, casing spacers and end seals, complete and operational for the lump sum cost of: ©altar amount in written form The City reserves the right to award the additive bid item. FORMU-302u t.Y,pd RICE UNIT PRICE BID SCHEDULE X09U3o21mit.wpd Nov 2001 BID FORMS-PAGE 2 INFORMATION REQUIRED OF BIDDER LIST OF SUBCONTRACTORS As required under Section 4100,et seq.,of the Public Contract Code,the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price,and shall also list the portion of the Work which will be done by such subcontractor. After the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words"and/or'will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor's License Work to be Performed Number Subcontractor's Name&Address 1 2 3 4 5 6 7 8 FORM U-MLIST OF SUBCONTRACTORS Aug2001 wAd BID FORMS- PAGE 4 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) S5_ County of ) being first duly sworn, deposes and says that he or she is Of , the party making the foregoing Bid,that the Bid is not made in the interest of,or on behalf of,any undisclosed person,partnership, company,association,organization,or corporation;that the Bid is genuine and not collusive or sham;that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham Bid,and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham Bid, or that anyone shall refrain from bidding;that the Bidder has not in any manner,directly or indirectly, sought by agreement,communication,or conference with anyone to fix the Bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid price, or of that of any other Bidder, or to secure any advantage against the public body awarding the Contract of anyone interested in the proposed Contract; that all statements contained in the Bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his or her Bid price, or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto,or paid,and will not pay,any fee to any corporation,partnership,company, association,organization,bid depository,or to any member or agent thereof,to effectuate a collusive or sham Bid. Bidder By Title Organization jAddress FORM 11UA80-480col.wpd NON-COLLUSION AFFIDAVIT Aug 20�,go, BID FORMS - PAGE 5 r BID BOND KNOW ALL MEN BY THESE PRESENTS, That as Principal, and as Surety, are held and firmly bound unto The City of San Juan Capistrano, hereinafter called the "Owner" in the sum of dollars (not less than 10 percent of the total amount of the bid) for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a Bid to said Owner to perform the Work required under the Bid Schedule(s) of the Owner's Contract Documents entitled. Eastern Wells 16-inch Water Pipeline CIP NO.08802 NOW THEREFORE, if said Principal is awarded a Contract by said Owner, and within the time and in the manner required in the"Notice Inviting Bids"and the"Instructions to Bidders"enters into a written Agreement on the Form of Agreement bound with said Contract Documents, furnishes the required Certificates of Insurance,and furnishes the required Performance Bond and Payment Bond,then this obligation shall be null and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this Bond by said Owner, and Owner prevails, said Surety shall pay all costs incurred by said Owner in such suit, including a reasonable attorney's fee to be fixed by the court. SIGNED AND SEALED, this day of , 20 (SEAL) (SEAL AND NOTARIAL (SEAL) ACKNOWLEDGMENT OF SURETY) (SEAL) (SEAL) (Principal) (Surety) (Signature) (Signature) BID BOND (BID SECURITY FORM FORM U•410 ` ) 112U-410band,,pd BID FORMS - PAGE 6 Nov 2001 BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be non-responsive and may cause its rejection. 1. BIDDER/CONTRACTOR'S Name and Street Address: 2. CONTRACTOR'S Telephone Number: { ) Facsimile Number: ( ) E-mail address 3. CONTRACTOR'S License: Primary Classification State License Number(s) Supplemental License Classifications 4. Surety Company and Agent who will provide the required Bonds on this Contract: Name of Surety Address Surety Company Agent Telephone Numbers: Agent{ ) Surety{ ) 5. Type of Firm (Individual, Partnership or Corporation): 6. Corporation organized under the laws of the State of: 7. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm: FORM U-420 BIDDER'S GENERAL INFORMATION x13U-42an%,,, d BID FORMS-PAGE 7 Nov 2001 BIDDER'S GENERAL INFORMATION(Continued) B. Number of years experience as a contractor in this specific type of construction work: 9. List at least three related projects of comparable size and complexity completed to date: 1. Owner Address Contact Class of work Phone( ) Contract amount Project (_) Date completed 2. Owner Address Contact Class of work Phone ( ) Contract amount Project(w) Date completed 3. Owner Address Contact Class of work Phone ( ) Contract amount Project(_) Date completed 10. List the name and title of the person who will supervise full-time the proposed work for your firm: 11. is full-time supervisor an employee contract services ? 12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. FORM U-420 BIDDER'S GENERAL INFORMATION x,su-azamo.Wpd BID FORMS - PAGE 8 Nov 2001 WORKER'S COMPENSATION CERTIFICATE (AS REQUIRED BY SECTION 1861 OF THE CALIFORNIA LABOR CODE) I am aware of the provisions of Section 3700 of the California Labor Code, which require every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions of said Code, and I will comply with such provisions before commencing the performance of the Work of this Contract. Contractor 8Y Title FORM U15U -650 WORKER'S COMPENSATION CERTIFICATE Aug 20Oaomp.wpd AGREEMENT AND BONDS - PAGE 3 Aug 200i PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That as Contractor, And _ as Surety, are held firmly bound unto the City of San Juan Capistrano, a legal entity, organized and existing in the County of Orange, California, hereinafter called the"Owner," in the sum of: dollars, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS said Contractor has been awarded and is about to enter into the annexed Agreement with said Owner to perform the Work as specified or indicated in the Contract Documents entitled: Eastern Welts 16-inch Water Pipeline CIP NO. 08802 NOW THEREFORE, if said Contractor shall perform all the requirements of said Contract Documents required to be performed on its part, at the times and in the manner specified herein, then this obligation shall be null and void, otherwise it shall remain in full force and effect. PROVIDED,that any alterations in the Work to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in anyway release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said Contractor or said Surety,and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. SIGNED AND SEALED, this day of 20 Contractor Surety By By Title Title (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) FORM U-610 PERFORMANCE BON[ x16U-610bond.wpd AGREEMENT AND BONDS - PAGE Nov 2001 1 PAYMENT BOND ' KNOW ALL MEN BY THESE PRESENTS, That as Surety, are held firmly bound unto the City of San Juan Capistrano,a legal entity,organized and existing in the County of Orange, State of California, hereinafter called the "Owner," in the sum of: dollars, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. WHEREAS, said Contractor has been awarded and is about to enter into the annexed agreement with said Owner to perform the Work as specified or indicated in the Contract Documents entitled: ' Eastern Wells 16-inch Water Pipeline CIP NO. 08802 NOW THEREFORE,if said Contractor, its subcontractors,its heirs,executors,administrators,successors,or assigns shall fail to pay for any materials, provisions, provender,equipment,or other supplies used in, upon, for,or about the performance of the Work contracted to be done,or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code, or for any amounts required to be deducted, ' withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such labor,ail as required by the provisions of Title XV, Chapter 7, Sections 3247-3252, inclusive, of the Civil Code of the State of California and acts amendatory thereof, and Sections of other Codes of the State of California referred to therein and acts amendatory thereof,and provided that the persons,companies, or corporations so furnishing said materials, provisions, equipment, or other supplies, appliances, or power used in,upon,for,or about performance of the Work contracted to be executed or performed,or any person, company,or corporation renting or hiring implements or machinery or power for,or contributing to,said work to be done, or any person who performs work or labor upon the same, or any person who supplies both work and materials therefor,shall have complied with the provisions of said laws,then said suretywill paythe same in an amount not exceeding the sum hereinbefore set forth,and also will pay,in case suit is brought upon this bond, a reasonable attorney's fee as shall be fixed by the Court. This Bond shall inure to the benefit of any and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of action to them or their assigns in any suit brought upon this bond. ' PROVIDED, that any alterations in the Work to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said Contractor or said Surety, and notice of said alterations or extensions of the Agreement is hereby waived by said Surety. SIGNED AND SEALED, this day of 20 Contractor Surety By By Title Title (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) FORM?-620 PAYMENT BOND NoV200lobond_wpd AGREEMENT AND BONDS - PAGE 5 CERTIFICATE OF INSURANCE THIS CERTIFICATE ISSUED TO THE OWNERIAGENTS LISTED BELOW DESIGNATED BY THE CONTRACT WITH THE INSURED ' NAME AND ADDRESS OF INSURED INSURANCE COMPANIES AFFORDING COVERAGE COMPANY A B D TYPE OF WORK PERFORMED AND LOCATION POLICY LIMITS OF LIABILITY IN THOUSANDS xi 000 TYPE OF INSURANCE POLICY NUMBER EXPIRATION DATE EACH OCCURRENCE AGGREGATE COMPREHENSIVE GENERAL LIABILITY BODILY INJURY $ $ Innriiuding: E%PLOSON AND COLLAPSE PROPERTYDAMAGE $ $ ❑ UNDERGROUND DAMAGE or ❑ PRODUCTSlCOMPLEfED OPERATIONS BDpLY INJURY ❑ CONTRACTUAL INSURANCE AND PROPERTY ❑ DAMAGE COMBINED ' BROAD FORM PROPERTY DAMAGE ❑ WDEPENDENT CONTRACTORS PERSONAL INJURY $ ❑ PERSONAL INJURY COMPREHENSIVE AUTOMOBILE BODILY INJURY LIABILITY EACH PERSON $ Including: ❑ OWNED EACH ACCIDENT $ ❑ HInED PROPERTYDAMAGE $ ❑ NON-OWNED G ❑ MOTOR CARRIER ACT BODILY INJURY AND PROPERTY DAMAGE COMBINED EXCESS LIABILITY BODILY INJURY Including: DnuA"iAOE PROPERTY ❑ EMPLOYER'S LIANUTY $ WORKER'S COMPENSATION STATUTORY and EMPLOYER'S LIABILITY Including: EL $ (EACH acclDENn ❑ LONG SHORE=S AND HAR OTHER ADDITIONAL INSURED ENDORSEMENT--CAPISTRANO VALLEY WATER DISTRICT The undersigned certifies that he or she is the representative of the above-named insurance companies,that heor she has the authority 10 execute and issue this certificate to Certrfcate Holder,and accordingly,does hereby certify on behalf of said insurance companies that policies of insurance listed above have been issued to the insured named above and are in force at this time. Notwithstanding any requirement,term,or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to at the terms,exclusions,and conditions of such policies. Copies GI the policies shown will be fumished tothe Certificate Holder Upon request. This Certificate does not amend,extend,or alter the coverage afforded by the policies listed. ' Cancellation:Should any of the above described policies be cancelled before the expiration date thereof,the issuing company will mail 30 days written notice to the below-named certificate holder: ' NAME AND ADDRESS OF ADDITIONAL INSURED DATE ISSUED BY = wTHORQ�PEP,�BEnr�TrvE OF ra4uw�.VCE OowwgwFggpEq GOYEMGE FORM U-660 CERTIFICATE OF INSURANCE Nov20oans.wpd AGREEMENT AND BONDS - PAGE 6 1 POLICY NUMBER: BUSINESS AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM ' it is agreed that the "Who Is An Insured" provision is amended to include as an insured the person or organization designated below as an additional insured, subject to the following provisions: (1) This insurance applies only with respect to any Liability arising out of the operation ' of covered autos on the additional insureds premises described below, (2). The Named Insured is authorized to act for such additional insured in all matters ' pertaining to this insurance, including receipt of notice of cancellation; (3). Return premium, if any, shall be paid to the Named Insured; (4). Nothing contained herein shall affect any right of recovery as a claimant which the additional Insured would have if not designated as such. CITY OF SAN JUAN CAPISTRANO Margaret R. Monahan, CMC City Clerk FORM 1ins INSURANCE ENDORSEMENT-AUTO Nov 6200;insauto.wpd AGREEMENT AND BONDS - PAGE 7 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ' ADDITIONAL INSURED - OWNERS, LESSEES or CONTRACTORS [Form B] This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: CITY OF SAN JUAN CAPISTRANO Margaret R. Monahan, CMC City Clerk (If no entry appears above, information required to complete this endorsement will be ' shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. 1 ' FORM U-652 INSURANCE ENDORSEMENT-LIABILITY No v2001 nsLia6.wpd AGREEMENT AND BONDS - PAGE 8 1 ' Section 00700 GENERAL CONDITIONS ' TABLE OF CONTENTS Page ARTICLE 1 - DEFINITIONS ' Addenda... ......................•'....... ........................::......................::......................:..... 1 Application for Payment .. ........ ....... ...... ..... ...... ...... ..... Asbestos.... ............................................................................................................. 1 BeneficialOccupancy.............................................................................................. i Biddeidder. f Bid........ ............ .. ..................................................................................................1 BiddingDocuments ................................................................................................. 1 Bonds...................................................................................................................... 1 Change Order................... CSJC....................................................................................................................... 1 ' Claim ................................................................................................................... 1 Contractct. 1 ContractDocuments................................................................................................2 ContractMiiestone...--....................--...................................................................2 Contract Price. .2 ContractTime..........................................................................................................2 Contractor................................................................................................................2 Council .2 Day........ ... ... ........................................................................................................2 DefectiveWork........................................................................................................2 L Design Engineer......................................................................................................2 Demobilization. .2 Drawings ... .............................................................................................................2 DisputedWork.........................................................................................................2 r Engineer..................................................................................................................2 FieldOrder ..............................................................................................................3 Final Progress Payment..........................................................................................3 LGeneral Requirements ............................................................................................3 HazardousWaste....................................................................................................3 Holidays..... ............................................................................................................3 InterfacingWork.....................................................................................................•3 Laws and Regulations. .3 LumpSum Work .....................................................................................................3 Milestone. ................................................................................ ...... .... ..... .3 Mobilizationn . . .... ....... .3 Noticeof Award. .....................................................................................................3 Noticeof Completion...............................................................................................3 Notice to Proceed::•'........................................................... ............. .....................3 Owner. ... .. ..... ..........3 Owner's Representative ..........................................................................................3 PCB's Utilization...............................................................-.....................................4 PCB's .4 Petroleum................................................................................................................4 Project. ........ ................................................................................................4 RadioactivetiveMaterialrial. .4 Retainage or Retention ...........................................................................................4 ' CSJC—Eastern Wells 16-inch Water Pipeline GENERAL CONDITIONS Table of Contents Page i TABLE OF CONTENTS(Continued) 1 P. & Request for Information (RFI)..................................................................................4 Request for Proposal (RFP) . .4 Samples ..................................................................................................................4 Safety......................................................................................................................4 ShopDrawings....................................................................................................... 4 Specialist. .4 Specifications ..........................................................................................................5 Standard Specifications...........................................................................................5 Submittals. .5 Subcontractor.......... ...............................................................................................5 Substantial Completion .. .. ...............................................................................5 Supplementary General Conditions.........................................................................5 Supplier.. ....... .....................................................................................................5 Technical Specifications..........................................................................................5 1 Underground Facilities............................................................................................'S Unit Price Work .5 Work................ ....... ..............................................................................................5 WorkChange Directive ...........................................................................................6 1 ARTICLE 2 - PRELIMINARY MATTERS 2.1 DELIVERY OF BONDS/INSURANCE CERTIFICATIONS.......... ..............7 2.2 COPIES OF DOCUMENTS ......................... .......... .......................7 2.3 COMMENCEMENT OF CONTACT TIME; NOTICE TO PROCEED .........7 2.4 STARTING THE WORK . ....................... ..... . .............. . ....................7 1 2.5 CONTRACTOR MUST STUDY CONTRACT DOCUMENTS ....................7 2.6 PRELIMINARY SCHEDULES AND INITIAL ACCEPTANCE OF SCHEDULES.............................................................................................7 2.6.1 Preliminary Schedules .......................... ....................................................7 2.6.2 Initial Acceptance of Schedules..... .8 2.7 PRE CONSTRUCTION CONFERENCE....................................................B 2.8 SUBCONTRACTOR MOBILIZATION MEETING.......................................8 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.1 INTENT......................................... ...... ............ .. ... .........................9 .. .... .. . .... 1 3.2 INTENT OF WORK TO BE FUNCTIONALLY COMPLETE.......................9 3.2.1 Work to be Complete.................................................................................9 3.2.2 Necessary Utilities........ ....... ....... ........ ....... .........................................9 3.3 CLARIFICATIONS AND INTERPRETATIONS OF THE ' CONTRACT DOCUMENTS...................................................................... 9 3.3.1 Reference to Standards.............................................................................9 3.3.2 Discovery of Problem.................................................................................9 3.3.3 Order of Precedence of the Drawings.......................... . ...9 3.3.4 Order of Precedence of Contract Documents. . . ....... .................... 10 3.4 AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS......... 10 3.4.1 Amending Contract Documents............................................................... 10 3.4.2 Supplementing Contract Documents ....................................................... 10 3.5 REUSE OF DOCUMENTS....................................................................... 10 ' ARTICLE 4 - AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAILABILITY OF LANDS . ................................................................... 11 1 4.2 PHYSICAL SITE CONDITIONS............................................................... 11 CSJC—Eastern Wells 16-incl?Water Pipeline GENERAL CONDITIONS Table of Contents ' Page ii TABLE OF CONTENTS(Continued) Page 4.2.1 Reports and Drawings............................................... ........• 11 4.2.2 Limited Reliance by the Contractor on the Technical Data...................... 11 4.3 DIFFERING SITE CONDITIONS ............................................................. 12 4.3.1 Inaccurate Owner Documents.................................................................. 12 4.3.2 Requires Change............. ................ .... ......... 12 4.3.3 Materially Different From Contract............... ........................................... 12 4.3.4 Materially Different From Conditions Originally Encountered................... 12 4.3.5 Owner Responsibility ..........•.................................................................... 12 4.3.6 Disallowance of Entitlement. 12 4.4 UNDERGROUND UTILITIES................................................................... 13 4.4.1 Utilities Indicated................:..................................................................... 13 4.4.2 Utilities Not Indicated ... 13 4.4.3 Action Prior to Starting Work.................................................................... 13 4.4.4 Locate Utilities..... ................................................................................... 13 4.4.5 Protection of Utilities ........... .......................... 13 4.4.6 Notification Requirements If Utility Disturbed........................................... 13 4.4.7 Removal of Abandoned Utilities............................................................... 13 4.4.8 Relocation of Utilities................................................................................ 14 4.4.9 Delays. 14 4.4.10 Access to the Work.... ............................................................................ 14 4.5 REFERENCE POINTS............................................................................. 14 4.5.1 Bench Mark. ............................................................................................ 14 4.5.2 Protection of Bench Marks.. ............ ...... ...... ..... .... ..... ..................14 4.6 ASBESTOS, PCB's, PETROLEUM, HAZARDOUS WASTE 1OR RADIOACTIVE MATERIAL............................................................... 15 4.6.1 Owner Responsibility 15 4.6.2 Contractor's Responsibility....................................................................... 15 4.6.3 Dispute..................................................................................................... 15 ARTICLE 5 - BONDS AND INSURANCE 5.1 PERFORMANCE, PAYMENT AND OTHER BONDS..............................16 5.2 LICENSED SURETIES AND INSURERS................... . 16 ............................ 5.3 CERTIFICATES OF INSURANCE. .16 5.4 CONTRACTOR'S LIABILITY INSURANCE............................................. 17 5.5 OWNER'S LIABILITY INSURANCE ........................................................18 5.6 ACCEPTANCE OF BONDS AND INSURANCE; OPTION TOREPLACE .... .... . .. .... ................................................... .........19 5.7 PARTIAL UTILIZATION, ACKNOWLEDGMENT OF PROPERTY USER....................................................................................................... 19 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.1 RESPONSIBILITY OF CONTRACTOR TO PERFORM ..........................20 6.2 MATERIAL AND EQUIPMENT.............--....-........--......—.—.......—......20 6.3 SUPERVISION, SUPERINTENDENCE AND QUALITY..........................20 6.4 SUPERINTENDENT...........................•....................................................20 6.4.1 Written Designation of Superintendent .20 6.4.2 Superintendent's Presence at Site,..... ....................................................20 6.4.3 Removal of Superintendent .....................................................................21 6.5 LABOR......... ...........................................................................................21 6.5.1 No Additional Compensation for Overtime...............................................21 6.5.2 Approval Required to Work Outside Normal Work Hours........................21 ' 6.6 PROGRESS SCHEDULE ........................................................................21 CSJC—Eastern Wells 16-inch Water Pipeline GENERAL CONDITIONS Table of Contents Page iii TABLE OF CONTENTS(Continued) 1 Page 6.6.1 Non-Impacting Adjustments ... 21 6.6.2 Revisions to Milestones . .... ......... . ...................................................22 6.6.3 Critical Path Method (CPM) Schedule Withholding..................................22 6.7 SUBSTITUTES OR "OR APPROVED EQUAL" ITEMS ...........................22 6.8 PROJECT SITE COORDINATION ..........................................................24 6.8.1 Work by Others........................................................................................24 6.8.2 Coordination of Work...............................................................................24 6.8.3 Cost of Coordination ..................................... ..........................................24 6.8.4 Origination to Provide Access .24 6.8.5 Obligation to Fit........................................................................................24 ' 6.8.6 Obligation to Protect Property..................................................................24 6.9 COORDINATION WITH SUBCONTRACTORS AND SUPPLIERS .........24 6.9.1 Obliggation to Supervise and Manage Contractor Organization................24 6.9.2 No Contractual Relationship With Owner ................................................25 6.9.3 Subcontract Limitations................................. ....... .......::....................25 6.10 PATENT FEES AND ROYALTIES...... . ........................... ....................25 6.11 PERMITS... ..........................................................................................25 1 6.11.1 NPDES PERMITS....................................................................................26 6.12 LAWS AND REGULATIONS 26 6.13 TAXES ....... ........ ....................................................................................26 6.14 USE OF PREMISES...... ........................................ ........ ......................26 6.15 PROJECT SITE MAINTENANCE AND INTERFERENCE WITH ADJACENT PROPERTY... .........................................................27 6.15.1 Cost of General Requirements in Contract Price.....................................27 6.15.2 Vehicle Load Limits..................................................................................27 6.15.3 Work Outside the Work Site Area. 27 6.15.4 Responsibilities for Damage ..... ....... ......................................................27 6.16 CONTRACTOR'S DAILY REPORTS.......................................................27 6.17 SAFETY. .28 6.17.1 Safety Plan...............................................................................................28 6.17.2 Safety Laws and Regulations...................................................................28 t6.17.3 Safety Representative..............................................................................28 6.17.4 Safety Orders...........................................................................................28 6.17.5 Trench Shoring Plan ................................................................................28 6.17.6 Use of Explosives ... .......... .....................................................................28 6.17.7 Hazardous Communication Program .28 6.17.8 Safety Reporting .... ........ ....................................................................29 6.17.9 Engineer Safety Deficiency Report..........................................................29 6.18 EMERGENCY................ .........................................................................29 6.19 SHOP DRAWINGS AND SAMPLES .......................................................29 6.19.1 Shop Drawings...................... ............................................ .....................29 ' 6.19.2 Samples............................................................................ .....................29 6.19.3 Verify Field Measurements .. .. .... .......29 6.20 SUBMITTAL ACCEPTANCE ...................................................................30 6.20.1 Design Engineer Review Scope and Limitation .......................................30 6.20.2 Contractor's Responsibility Not Relieved by Approval .............................30 6.21 COMPLIANCE WITH ENGINEER ADMINISTRATIVE PROCEDURES..30 6.22 CONTINUING THE WORK DURING DISPUTES....................................30 6.22.1 Continue Work.........................................................................................30 6.22.2 Direction To Proceed With Work .............................................................31 6.23 GENERAL WARRANTY AND GUARANTEE ..........................................31 CSJC—Eastern Wells 16-inch Water Pipeline GENERAL CONDITIONS Table of Contents Page iv TABLE OF CONTENTS (Continued) Pa4e ARTICLE 7 -WORK BY OTHERS AT THE SITE 7.1 OWNER'S RIGHT TO WORK AT SITE...................................................32 7.2 CONTRACTORS REPORT ON DELAYS CAUSED BY OTHERS ..........32 7.3 DAMAGE TO OTHERS CAUSED BY CONTRACTOR............................32 ' 7.4 COORDINATION ..................•..................................................................32 7.4.1 Coordination Responsibilities. .32 7.4.2 Coordination Delays.. .......... ................................................................32 7.5 REMEDY FOR DELAYS BY OTHERS .. ...... .... ...............................32 7.6 OUT OF SEQUENCE OR ACCELERATED WORK................................33 ARTICLE 8 — NOT USED ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION 9.1 PRESENCE ON SITE......... ....................................................................34 ' 9.2 CONTRACT DOCUMENT CLARIFICATIONS AND INTERPRETATIONS. ...................................................................34 9.3 AUTHORIZED VARIATIONS IN WORK..................................................34 9.4 DECISIONS ON DISPUTES....................................................................34 9.5 ENGINEER LIABILITY FOR INTERPRETATION....................................34 9.6 LIMITATION ON ENGINEER'S RESPONSIBILITIES,.......... ...............35 9.6.1 No Duty Arising Out of Act or Decision ...................................I................35 9.6.2 No Supervision Role ................................................................................35 9.6.3 Contractor Acts or Omissions 35 ARTICLE 10 - CHANGES 1N THE WORK 10.1 CHANGES REQUESTED BY THE CONTRACTOR................................36 10.1.1 Engineer Approval ...................................................................................36 10.1.2 Specified Methods ........................... ........ .36 ................................................. 10.1.3 No Right to Change .36 10.1.4 Request for Change Made in Good Faith ................................................36 10.2 OWNER'S RIGHT TO MODIFY WORK...................................................36 10.2.1 Requirements to Implement Directed Change..... ...... .36 ............................ 10.2.2 Request For Proposal.. .36 10.3 REQUIREMENT TO PROCEED WITH WORK.......................................36 10.4 WORK NOT IN CONTRACT....................................................................37 10.5 CHANGE ORDER PROCESS 37 10.5.1 Owner-Ordered Changes. .................................................................... 37 10.5.2 Changes Due to Defective Work..............................................................37 10.5.3 Mutually Agreed Price/Time Changes......................................................37 10.6 NOTICE TO SURETY.. .............. ....... ..................................................37 10.7 ALLOWABLE QUANTITY VARIATIONS ARTICLE 11 - CHANGE OF CONTRACT PRICE 11.1 CONTRACT PRICE CHANGE.................................................................38 11.2 METHODS FOR DETERMINING ADJUSTMENTS INCONTRACT PRICE.............................................................................38 11.2.1 Methods............ ..... ....... ..................................................................38 11.2.2 Contractor's Overhead and Profit Limitation ............................................38 11.2.3 Subcontractor Mark Up.......................... .... ................... .................. .........................38 11.2.4 Equipment Renta! Rates 38 11.3 COST OF WORK (BASED ON TIME AND MATERIALS) .......................39 11.3.1 General ....................................................................................................39 CSJC--Eastern Wells 16-inch Water Pipeline GENERAL CONDITIONS Table of Contents Page v rTABLE OF CONTENTS (Continued) rPage 11.3.2 Labor........................................................................................................39 11.3.3 Materials 39 11.3.4 Equipment................................................................................................40 11.3.5 Rental Equipment ....................................................................................40 11.3.6 Owned-Equipment...................................................................................41 11.3.7 Special Services ......................................................................................41 11.3.8 Excluded Costs...... ................................................................................41 11.3.9 Contractors Extra Work Report............................ .... .42 11 .4 COSTS RELATING TO WEATHER DAMAGE........................................42 11.5 WRITTEN JUSTIFICATION SUBSTANTIATING ADJUSTMENT............43 11.5.1 Contractor Initiated Change .....................................................................43 11.5.2 Cost and Time Notice Requirements .43 11.5.3 Proposal Form ...........___.....__.......... ...... ....... .......... 43 11 .5.4 Proposal Content.... ................................................................................43 ' 11.5.5 Additions and Deletions ............. ..................... .......................................43 11.5.6 Requirements for Valid Proposal .43 11.5.7 Obligation of Surety .................................................................................43 11 .5.8 Documentation.........................................................................................43 11.6 OWNER RIGHT TO DIRECT USE OF COMPETITIVE BID....................44 ARTICLE 12 - CHANGE OF CONTRACT TIME 12.1 GENERAL. .45 12.1.1 Contractor Request for Time Extension..... .................................... ....... 45 12.1.2 Contractor Required Analysis ..................................................................45 12.1.3 Owner's Right to Grant Time Extension...................................................45 12.2 TIME IS OF THE ESSENCE.. .45 12.3.1 Use of Float and Critical Path ..................................................................45 12.3.2 Types of Delays Beyond the Contractor's and Owner's Control ...............................................................................45 12.3.3 Subcontractor Delays Within Contractor Control .....................................45 12.4 TIME ONLY ENTITLEMENT....................................................................46 ' 12.4.1 Entitlement............. ................................................................................46 12.4.2 No Damages. ......... ........ . ......... ........... ...46 .. ... .... . . ..... .. 12.5 EXTENSIONS OF TIME FOR DELAY DUE TO WEATHER ...................46 ARTICLE 13 - WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK 13.1 TESTS AND INSPECTIONS ...................... 47 13.1 .1 Access to Work for Testing and inspection..............................................47 13.1.2 Cost of Inspection/Notice.........................................................................47 13.1.3 Right to Stop Work....... . .............. . .... .............47 r 13.2 CONTRACTOR INSPECTION AND TESTING RESPONSIBILITY .........47 13.2.1 Contractor Responsible .................. ............. ............ ...... ....................47 13.2.2 Contractor Pay for Inspections Required by Laws or Regulations...........47 13.2.3 Contractor Pay for Testing of "Or Approved Equal" .................................47 13.2.4 Testing/Inspection Time In Schedule.......................................................48 13.3 COVERING WORK TO BE INSPECTED ................................................48 13.3.1 Covered Work Prior to Inspection or Testing...........................................48 13.3.2 Covered Work Contrary to Written Request ............................................48 13.3.3 Engineer Right to Direct That Work Be Uncovered for Inspection or Testing ..........................................................................48 13.4 OWNER MAY STOP THE WORK...........................................................48 CSJC—Eastern Wells 16-inch Water Pipeline GENERAL CONDITIONS Table of Contents ' Page vi rTABLE OF CONTENTS(Continued) Pa9.e 13.5 CORRECTION OR REMOVAL OF DEFECTIVE WORK.........................49 13.6 CORRECTION PERIOD ..........................................................................49 13.7 WARRANTY AND GUARANTEE ............................................................50 13.7.1 General ....................................................................................................50 13.7.2 One Year Warranty Period.......................................................................50 13.7.3 Correction of Defective Work...................................................................50 13.7.4 Early Completion..................................................................................... 51 13.8 EXTENDED WARRANTIES AND GUARANTEES ..................................51 ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.1 BASIS FOR PAYMENT............................................................................52 14.2 PAYMENT. .52 14.2.1 Wasted or Rejected Material................................................................... 52 14.2.2 Contractor Retains Ownership.................................................................52 ' 14.2.3 Payment Does Not Affect Warranty......::::::::::::::::::................................ 52 14.2.4 Stop Notice ... .... .. .... 52 14.3 APPLICATION FOR PROGRESS PAYMENT.........................................52 14.3.1 Payment Due Date..................................................................................'S2 14.3.2 Payment Application Content. .52 14.3.3 Net Payment............................................................................................52 14.3.4 Retention.......... .................::...................................................................�53 14.3.5 Retainage From Payments .53 14.3.6 Products Stored On and Off Site ... .............................................53 14.4 CONTRACTOR'S WARRANTY OF TITLE .......................................53 14.5 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENT .................53 14.5.1 Review of Application for Payment ..........................................................53 14.5.2 Dispute Process.......................................................................................54 14.5.3 Payment Due ...........................................................................................54 14.5.4 Reduction in Payment. 55 14.6 REJECT PAYMENT FOR DEFECTIVE WORK.......................................55 14.7 REJECTION OF PAYMENT BY OWNER................................................55 14.8 SUBSTANTIAL COMPLETION................................................................55 14.8.1 Contractor Notification .............................................................................55 14.8.2 Inspection...... .. ....... ...........................................................................56 14.8.3 Notice of No Substantial Completion ......::::::::::::::::::::.............................56 14.8.4 Notice of Substantial Completion. .56 14.8.5 Right to Exclude Contractor ..... ........................ .......................56 ..... ...... . .... 14.9 PARTIAL UTILIZATION AND BENEFICIAL OCCUPANCY.....................56 14.9.1 Partial Utilization .56 14.9.2 Beneficial Occupancy ..... .... ..............................................................56 14.9.3 Responsibility for Care and Maintenance ................................................56 14.9.4 Contractor Responsible for Completion ...................................................56 14.10 FINAL INSPECTION.................... 56 14.11 FINAL APPLICATION FOR PAYMENT ...................................................57 14.12 FINAL PAYMENT AND ACCEPTANCE ..................................................57 14.12.1 Acceptance 57 14.12.2 Final Payment..........................................................................................57 14.13 PARTIAL RELEASE OF RETENTION AT SUBSTANTIAL COMPLETION..........................................................57 14.14 WAIVER OF CLAIMS ..............................................................................57 14.15 RELEASE OF RETAINAGE AND OTHER DEDUCTIONS......................58 14.16 CONTRACTOR'S CONTINUING OBLIGATION......................................58 CSJC—Eastern Wells 16-inch Water Pipeline GENERAL CONDITIONS Table of Contents Page vii TABLE OF CONTENTS(Continued) Page 14.17 TERMINATION OF LIABILITY OF OWNER............................................58 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.1 SUSPENSION OF WORK BY OWNER.................. ................................59 . 15.2 ARCHAEOLOGICAL AND PALEONTOLOGICAL DISCOVERIES..........59 15.2.1 Suspension of Work.................................................................................59 15.2.2 Types of Discoveries................................................................................59 ' 15.2.3 Time Extension ........................................................................................59 15.3 TERMINATION OF AGREEMENT BY OWNER FOR CAUSE................59 15.3.1 Notice of Intent to Terminate....................................................................59 15.3.2 Contractor Default...................................................................................'S9 15.3.3 Failure to Remedy. .60 15.3.4 Owner's Rights.........................................................................................60 15.4 RIGHTS OF OWNER PRESERVED .......................................................60 15.5 TERMINATION OF AGREEMENT BY CONTRACTOR...........................60 15.5.1 Work Suspended for More Than 90 Days................................................60 15.5.2 Failure to Pay...........................................................................................60 15.5.3 Claims......................................................................................................60 ARTICLE 16 - DISPUTES 16.1 GENERAL................................................................................................61 16.2 REQUESTS FOR CHANGE 61 16.2.1 Contractor's Right to Request a Change .................................................61 16.2.2 Initial Determination .................................................................................61 16.2.3 Contractor Appeal..:.................................................................................61 16.2.4 Final Determination 61 16.2.5 Claim........................................................................................................61 162.6 Wainer of Rights.......................................................................................61 16.3 CLAIMS. ....... .61 16,3.1 Definition of Claim....................................................................................61 16.3.2 Claim Arising Under the Contract.............................................................61 ' 16.3.3 Period of Claim ...........................................:............................................62 16.3.4 Claim Certification Requirements.............................................................62 16.3.5 Progress Schedule Analysis ............................................ ...62 16.4 CLAIM RESOLUTION PROCESS . . .62 16.4.1 Owner Written Determination. ..... .. ..'...............................................62 16.4.2 Contractor Obligation to Proceed.............................................................62 16.5 VENUE......................:..:....::'....................................................................62 16.5.1 State of California . .. .... .62 16.5.2 County Where Owner's Headquarters Located .......................................63 ARTICLE 17 - MISCELLANEOUS 17.1 CUMULATIVE REMEDIES ......................................................................64 17.2 TITLE TO MATERIALS FOUND ON SITE...............................................64 17.3 RIGHT TO AUDIT....................................................................................64 17.3.1 Owner's Right. .64 17.3.2 Right Includes ..........................................................................................64 17.3.3 Right to Inspect Plans..............................................................................64 17.3.4 Extends to Subcontracts 64 17.3.5 Accounting Records. .. .......................................................................64 17.4 NOT A LIMIT ON RIGHTS OR REMEDIES.............................................65 17.5 LIQUIDATED DAMAGES.........................................................................65 CSJC—Eastern Wells 16-inch Water Pipeline GENERAL CONDITIONS Table of Contents Page viii Section 00700 GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS Notwithstanding any definition in the Standard Specifications, wherever used in these General Conditions or in the other Contract Documents, the following terms have the meanings indicated which are applicable to both the singular and plural thereof. Where a word is capitalized in the definitions and is found uncapitalized in the Contract Documents it has the ordinary dictionary definition. Addenda - Written or graphic instruments issued prior to the opening of Bids which make additions, deletions, or revisions to the Contract Documents. Application for Payment - The form furnished by the ENGINEER which shall be used by the CONTRACTOR to request progress or final payments and which shall be accompanied by such supporting documentation as is required by the Contract Documents. Asbestos - Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. Beneficial Occupancy- Use by the OWNER of the entire Work prior to final acceptance. Bidder - Any individual, firm, partnership, Limited Liability Company (LLC), corporation, or combination thereof, submitting a Bid for the WORK, acting directly or through a duly authorized representative. Bid - The offer of the Bidder submitted on the prescribed form setting forth the price or prices for the Work. Bidding Documents - The advertisement, the Notice Inviting Bids, Instructions to Bidders, the Bid form, and the Contract Documents (including all Addenda issued prior to receipt of Bids). Bonds - Bid, Performance, and Payment Bonds and other instructions which protect against loss due to inability or refusal of the CONTRACTOR to perform its Contract. Change Order - A document recommended by the ENGINEER which is signed by the CONTRACTOR and the OWNER and authorizes an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Contract. CSJC -The City of San Juan Capistrano Claim - A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. Contract - The written contract between the OWNER and the CONTRACTOR covering the Work to be performed, including all other documents that are attached to the Contract and made a part thereof as provided therein. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700- 1 Contract Documents - The Notice Inviting Bids, Instructions to Bidders, Bid Forms (including the Bid, Bid Schedule(s), Information Required of Bidder, Bid Bond, and all required certificates and affidavits), Contract, Performance Bond, Payment Bond, General Conditions, Supplementary General Conditions, Technical Specifications, Drawings, and all Addenda and Change Orders executed pursuant to the provisions of the Contract Documents. Contract Milestone - A principal event specified in the Contract Documents relating to an intermediate completion date of a portion of the Work or a period of time within which the portion of the Work should be performed prior to Substantial Completion of all the Work. Contract Price - The total monies payable by the OWNER to the CONTRACTOR under the terms and conditions of the Contract Documents. The total monies payable to the CONTRACTOR maybe increased or decreased by Change Orders during the performance of the Contract. Contract Time - The number of successive calendar days stated in the Contract Documents for the completion of the Work. ' CONTRACTOR - The individual, partnership, Limited Liability Company (LLC), corporation, joint-venture or other legal entity with whom the OWNER has entered the Contract. Council - The City Council for the City of San Juan Capistrano. Day- A calendar day of 24 hours measured from 12:00 a.m. to the next 11:59 p.m.. Defective Work - Work that is unsatisfactory, faulty, or deficient; or that does not conform to the Contract Documents; or that does not meet the requirements of any inspection, reference standard, test, or approval referred to in the Contract Documents; or that has been damaged by anyone other than OWNER prior to the ENGINEER's recommendation of final payment. Design Engineer(s) - The individual, partnership, corporation, joint-venture or other legal entity named as such in the Contract Documents or succeeding entity. Demobilization - The complete dismantling and removal by the CONTRACTOR of all of the CONTRACTOR's temporary facilities, equipment and personnel at the Work site. Drawings - The drawings, plans, maps, profiles, diagrams, and other graphic representations which indicate the character, location, nature, extent, and scope of the Work and which are referred to in the Contract Documents. Shop Drawings are not Drawings as so defined. Disputed Work - A dispute exists from the time the CONTRACTOR disagrees with a decision or determination made by the ENGINEER until the ENGINEER renders a final determination. If the issue is unresolved, it becomes a claim. ENGINEER - The term ENGINEER shall mean the person or firm appointed by the OWNER to undertake the duties and powers assigned to the ENGINEER by these Specifications acting directly or through authorized representatives. The term ENGINEER is referred to throughout the Contract Documents as if singular in number and masculine in gender, and means the ENGINEER or its authorized representative, including the ENGINEER's employees, agents, and consultants. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS ' PAGE 00700-2 rField Order - A written order issued by the ENGINEER which does not involve a change in the Contract Price or Contract Time or the intent of the Contract. Final Progress Payment - The last progress payment made to the CONTRACTOR for earned L funds, less retainage as applicable, less deductions listed in Article 14. The CONTRACTOR is entitled to this payment when the Notice of Completion is issued. General Requirements- Division 1 of the Technical Specifications. Hazardous Waste - The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. Holidays - The day upon which the OWNER is closed daring normal business hours in observance of the following. New Year's Eve New Year's Day President's Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Day Day after Thanksgiving Christmas Ewe Christmas Day Interfacing Work - Work which connects to, abuts, or meets with Work of another CONTRACTOR. Laws and Regulations (Laws or Regulations) - Any and all applicable laws, rules, regulations, ordinances, codes, and orders of all governmental bodies, agencies, authorities and courts ' having jurisdiction over the Work and the Work site. Lump Sum Work - Work paid on the basis of lump sum prices. Milestone - See Contract Milestone. Mobilization - The establishment by the CONTRACTOR of the temporary facilities, equipment and personnel at the Work site thereby enabling the Work to commence. Notice of Award - The written notice by the OWNER to the lowest responsible bidder stating that upon compliance with the conditions precedent enumerated therein within the time specified, the OWNER will enter a Contract. Notice of Completion - A form signed by the ENGINEER recommending to the OWNER that the Work is complete and fixing the date of completion. Notice to Proceed - The written notice issued by the OWNER to the CONTRACTOR authorizing the CONTRACTOR to proceed with the Work. OWNER —The City of San Juan Capistrano CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-3 OWNER's Representative - The ENGINEER will be the OWNER's Representative during the construction period. 1 Partial Utilization - Use by the OWNER of a substantially completed part of the Work for the purpose for which it is intended prior to Substantial Completion of all the Work. (See Beneficial Occupancy) PCB's - Polychlorinated biphenyls. ' Petroleum - Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60° Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Wastes and crude oils. Project - The total construction of which the Work to be provided under the Contract Documents may be the whole or a part as indicated elsewhere in the Contract Documents. Radioactive Material - Source, special nuclear, or byproduct material as defined by the 1 Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. Retainage or Retention - The amount stipulated in the Contract Documents to be withheld 1 from each Progress Payment or a certified security of equivalent value deposited with the OWNER. Request for Information (RFI) - The standardized form furnished by the OWNER for the CONTRACTOR's use when making written requests for information to the ENGINEER, and upon which the response will be answered and returned. ' Request for Proposal (RFP) - The standardized form used by the ENGINEER to request a proposal from the CONTRACTOR for proposed changes in the Work. ' Samples - Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. ' Safety- Safety includes health and security. Shop Drawings - All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for the CONTRACTOR and submitted by the CONTRACTOR to illustrate some portion of Work and all illustrations, brochures, standard schedules, ' performance charts, instructions, and diagrams to illustrate material or equipment for some portion of the Work. ISpecialist - A Specialist is defined as: A. A person, partnership, Limited Liability Company (LLC), firm, or corporation of established reputation (or if newly organized, whose personnel have previously established a reputation in the same field), which is regularly engaged in, and which maintains a regular force of workers skilled in either (as applicable) manufacturing or fabricating items required by the Contract Documents, or otherwise performing Work required by the Contract Documents. CIT(OF SAN,DUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-4 ' B. Where the Specifications require the installation by a Specialist, that term shall also be deemed to mean either the manufacturer of the item, a person, partnership, LLC, firm, or corporation licensed by the manufacturer, or a person, ' partnership, firm, or corporation who will perform the Work under the manufacturer's direct supervision. Specifications - The Specifications include the Bidding Requirements (Notice Inviting Bids, Instruction to Bidders, Bid Forms) , the Contract Forms, the Conditions of the Contract (General, Supplementary, and other Conditions), and the Divisions and Sections of the Technical Specifications. Standard Specifications — Standard Specifications for Public Works Construction (Greenbook), latest edition. Submittals - The information which is specified for submission to the ENGINEER in accordance with Article 6 of the General Conditions. Subcontractor - An individual, partnership, LLC corporation, joint-venture or other legal entity ' having a direct contract with the CONTRACTOR or with any other Subcontractor for the performance of a part of the Work. Substantial Completion - When the Work has progressed to the point where, in the opinion of the ENGINEER as evidenced by Notice of Substantial Completion as applicable, it is sufficiently complete, in accordance with the Contract Documents, so that the Work can be utilized for the purposes for which it is intended, after demonstration of the Work's operation, 1 completion of CONTRACTOR-provided training (where applicable) and completion and submittal of manuals (where applicable). ' Supplementary General Conditions - The part of the Contract Documents which make additions, deletions, or revisions to these General Conditions. Supplier - A manufacturer, fabricator, supplier, distributor, materialman, or vendor of goods, supplies, fixtures, and equipment used in the work or project. Technical Specifications - The Contract Documents divided into Divisions consisting of the General Requirements and written technical descriptions of products and execution of the Work. Underground Facilities - All pipelines, conduits, ducts, cables, wires, manholes,vaults, tanks, tunnels or other such facilities or attachments, and any encasement containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. Unit Price Work - Work paid on the basis of unit prices. Work - The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work is the result of performing, or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required ' by the Contract Documents. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-5 1 Work Change Directive - A written directive to CONTRACTOR, issued on or after the Effective Date of the Contract and recommended by ENGINEER and signed by OWNER ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen 1 physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be 1 incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Time. i 1 1 1 i 1 1 1 1 1 1 CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-6 ARTICLE 2 - PRELIMINARY MATTERS 2.1 DELIVERY OF BONDS/INSURANCE CERTIFICATES When the CONTRACTOR delivers the signed Contract to the OWNER, the CONTRACTOR shall simultaneously deliver to the OWNER such Bonds, insurance policies, certificates and 1 endorsements as the CONTRACTOR may be required to furnish in accordance with the Contract Documents. 2.2 COPIES OF DOCUMENTS The OWNER shall furnish to the CONTRACTOR one copy of the signed Contract, along with three sets of Specifications and full scale Drawings. Upon written request by the CONTRACTOR, OWNER will furnish additional quantities of the Contract Documents at its cost to reproduce there. 2.3 COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED ' The Contract Times will commence on the date stated in the Notice to Proceed except in the case where the Notice inviting Bids indicates that the Contract Time is from the Notice of Award. In the latter case, the contract time begins on the date of the Notice of Award. 2.4 STARTING THE WORK CONTRACTOR shall begin to perform the Work within 10 days after the commencement date stated in the Notice to Proceed, but no Work shall be done at the Work site prior to said commencement date. In addition, CONTRACTOR shall satisfy any requirements in the Supplemental General Conditions prior to actually beginning the Work. 2.5 CONTRACTOR MUST STUDY CONTRACT DOCUMENTS Before undertaking each part of the Work, the CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. The CONTRACTOR shall promptly report in writing to the ' ENGINEER any conflict or error, or seek clarification from the ENGINEER before proceeding with any Work affected thereby. 2.6 PRELIMINARY SCHEDULES AND INITIAL ACCEPTANCE OF SCHEDULES 2.6.1 Preliminary Schedules Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit ' to ENGINEER for timely review: 1. a preliminary Progress Schedule, indicating the times (numbers of days or dates) for ' starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a preliminary Schedule of Submittals, and 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-7 payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.16.2 Initial Acceptance of Schedules - At least 10 days before submission of the first Application for Payment a conference attended by CONTRACTOR, ENGINEER, and others as appropriate will be held to review for acceptability to ENGINEER the schedules submitted in accordance with Paragraph 2.6.1. CONTRACTOR shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until ' acceptable schedules are submitted to ENGINEER. 1. The Progress Schedule will be acceptable to ENGINEER if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on ENGINEER responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. 2. CONTRACTOR's Schedule of Submittals will be acceptable to ENGINEER if it provides a workable arrangement for reviewing and processing the required submittals. ' 3. CONTRACTOR'S Schedule of Values will be acceptable to ENGINEER as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. 2.7 PRE-CONSTRUCTION CONFERENCE ' The CONTRACTOR is required to attend a pre-construction conference. This conference will be attended by the ENGINEER and others as appropriate in order to discuss the Work in accordance with the applicable procedures specified in the General Requirements. ' 2.8 SUBCONTRACTOR MOBILIZATION MEETING 1 Prior to the start of each major Subcontractor's Work, the CONTRACTOR, that Subcontractor and the ENGINEER shall attend a pre-start meeting to discuss schedule, coordination, procedures, and other administrative issues. i 1 1 1 1 CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-8 ' ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.1 INTENT ' The Contract Documents comprise the entire agreement between the OWNER and the CONTRACTOR concerning the Work. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. 3.2 INTENT OF WORK TO BE FUNCTIONALLY COMPLETE 3.2.1 Work to be Complete - It is the intent of the Contract Documents to describe the Work which is to be constructed in accordance with the provisions of the Contract. Any work, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result shall be supplied whether or not specifically called for or identified in the Contract Documents. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe work, materials, or equipment such words,,or phrases shall be interpreted in accordance with that meaning unless a definition has Been provided in Article 1 of the General Conditions. 3.2.2 Necessary Utilities - If utilities for equipment or fixtures are not shown but are necessary to operate the equipment or fixtures, the installation of those utilities shall be deemed part of the Work. 3.3 CLARIFICATIONS AND INTERPRETATIONS OF THE CONTRACT DOCUMENTS ' 3.3.1 Reference to Standards - Reference to standards, manuals, or codes of any technical society, organization, or association, or to the Laws or Regulations of any ' governmental authority, whether such reference be specific or by implication, shall mean the latest edition of standards, manual, code, or Laws or Regulations in effect at the time of opening of Bids, except as may be otherwise specifically stated. ' 3.3.2 Discovery of Problem - If, during the performance of the Work, the CONTRACTOR discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any such standard specification, manual or code or of any instruction of any supplier, the CONTRACTOR shall report it to the ENGINEER in writing at once. CONTRACTOR shall not proceed with the Work affected thereby, except in an emergency, unless otherwise directed by the ENGINEER in writing. Any work performed by the CONTRACTOR that is not directed by the ENGINEER shall be at CONTRACTOR's own risk and cost. ' 3.3.3 Order of Precedence of the Drawings - With reference to the Drawings, the order of precedence is as follows: 1. Addenda and change order drawings govern over Contract Drawings 2. Contract Drawings govern over standard drawings ' 3. Figures govern over scaled dimensions 4. Detail drawings govern over genera( drawings CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-9 3.3.4 Order of Precedence of Contract Documents - In resolving conflicts resulting from errors, discrepancies, ambiguities, or inconsistencies in any of the Contract Documents, the order of precedence shall be as follows: ' 1. Permits from other agencies as may be required by law. 2. Change orders ' 3. Contract 4. Addenda 5. The Bid & Supplementary General Conditions 7. General Conditions 8. Technical Specifications 9. Drawings 10, Standard Drawings of the City of San Juan Capistrano 11, Standard Specifications (Greenbook) 12. Notice Inviting Bids 13. Instructions to Bidders ' 3.4 AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS 3.4.1 Amending Contract Documents - The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order pursuant to Article 10. 3.4.2 Supplementing Contract Documents - The requirements of the Contract Documents ' may be supplemented, and minor variations and deviations in the Work may be authorized by: 1. A Field Order issued by the ENGINEER or, 2. ENGINEER's approval of a shop drawing or sample pursuant to Article 6 or, 3. ENGINEER's written interpretation or clarification. 3.5 REUSE OF DOCUMENTS Neither the CONTRACTOR, nor any Subcontractor or Supplier, nor any other person or organization performing any of the Work under the Contract with the OWNER shall have or acquire any title to or ownership rights in any of the Drawings, Technical Specifications, or other documents used on the Work, and they shall not reuse any of them on the extensions of the Project or any other project without written consent of the OWNER. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700- 10 r ' ARTICLE 4 - AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAILABILITY OF LANDS The OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-of-way and easements for access thereto, if necessary, and ' such other lands which are designated for the use of the CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the OWNER, unless otherwise provided in the Contract Documents. Nothing contained in the Contract Documents shah be interpreted as giving the CONTRACTOR exclusive occupancy of the lands, rights-of-way, or easements provided. The CONTRACTOR shall provide, at no additional cost, for all additional lands and access thereto that may be required for temporary construction facilities, borrow areas, or storage of materials and equipment, provided that the CONTRACTOR shall not enter or use any property not under the control of the OWNER until a written temporary construction easement has been executed by the ' CONTRACTOR and the property OWNER, and a copy of said easement furnished to the ENGINEER prior to said use; and, the OWNER shall not be liable for any claims or damages resulting from the CONTRACTOR's unauthorized trespass or authorized use of any such properties. 4.2 RELIANCE ON REPORTS AND DRAWINGS OF PHYSICAL SITE CONDITIONS 4.2.1 Reports and Drawings - Reference is made to the Supplementary General Conditions for identification of: a. Subsurface Condition Reports. Those reports of explorations and tests of subsurface conditions at or contiguous to the Work site that have been utilized by the ENGINEER in preparing the Contract Documents; and b. Drawings of Existing Structures. Reference is made to the Supplementary General Conditions for identification of those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Utilities referred to in Article 4 herein) which are at or contiguous to the Work site that have been utilized in the preparation of the Contract Documents. ! 4.2.2 Limited Reliance by the CONTRACTOR on the Technical Data - The CONTRACTOR may rely on the accuracy of the technical data contained in such drawings or reports; however, non-technical data, interpretations, and opinions contained in such drawings or reports shall not be relied on by the CONTRACTOR. The CONTRACTOR may not rely on or make any claims against OWNER with respect to: a. The completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or b. Other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings, or 1 CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS rPAGE 00700- 11 C. CONTRACTOR's interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information. 4.3 DIFFERING SITE CONDITIONS If the CONTRACTOR believes that there is any subsurface or physical condition at or contiguous to the Work site that is uncovered or revealed and such condition: 4.3.1 Inaccurate OWNER Documents - is of such a nature that any "technical data" on which the CONTRACTOR is entitled to rely as provided in Paragraph 4.2.1 above is materially inaccurate, or ' 4.3.2 Requires Change - is of such a nature requires a change in the Contract Documents, or 4.3.3 Materially Different From Contract - differs materially from that shown or indicated in the Contract Documents, or 4.3.4 Materially Different From Conditions Originally Encountered - is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character described in the Contract Documents, ' CONTRACTOR shall promptly notify ENGINEER in writing of such opinion or belief; then 4.3.5 OWNER Responsibility— Upon receipt of such written notice, OWNER shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, and cause a decrease or increase in the CONTRACTOR's cost of, or the time required for, performance of any part of the Work, shall issue a Change Order under the procedures ' described in Article 10. If the OWNER determines that there is no change or it is a minor change which does not impact time or cast, the OWNER shall notify the CONTRACTOR in writing of this finding within 30 days after receipt of the CONTRACTOR's Request for Change. 4.3.6 Disallowance of Entitlement - The CONTRACTOR shall not be entitled to any ' adjustment in the Contract Price or Time if: a. the CONTRACTOR knew of the existence of such conditions at the time the CONTRACTOR made a final commitment to the OWNER in respect of Contract Price and Contract Time by the submission of a bid or the signing of the Contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the Work site and contiguous areas suggested or required by the Bidding Documents; or C. the CONTRACTOR failed to give the written notice within the time specified by 1 Article 3. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS 1 PAGE 00700- 12 i 4.4 UNDERGROUND UTILITIES 4.4.1 Utilities Indicated - The information and data indicated in the Contract Documents with respect to existing underground utilities at or contiguous to the Work site are based on information and data furnished to the OWNER or by the owners of such underground utilities or by others. Unless it is expressly provided in the Supplementary General Conditions or the General Requirements, OWNER shall not be responsible for the accuracy or completeness of any such information or data, and the CONTRACTOR shall have full responsibility for reviewing and investigating all such information, conditions and data; for locating all underground utilities indicated in the Contract Documents; for coordination of the Work with the owners of such underground utilities during construction; for the safety and protection thereof and repairing any damage thereto resulting from the Work; the cost of which will be considered as having been included in the Contract Price. 4.4.2 Utilities Not indicated - If an underground utility is uncovered or revealed at or contiguous to the Work site which was not indicated in the Contract Documents and which the CONTRACTOR could not reasonably have been expected to be aware of, CONTRACTOR shall identify the owner of such underground utility and give written notice thereof to that owner and notify the ENGINEER in accordance with the requirements of the General Conditions and General Requirements hereof. 4.4.3 Action Prior to Starting Work - At least 2 full working days prior to commencing any excavation, CONTRACTOR shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. 4.4.4 Locate Utilities — CONTRACTOR shall determine the location and depth of all utilities, including service connections, which have been marked by the respective owners and ' which may affect or be affected by its operations. Full compensation for such work shall be considered as included in the CONTRACTOR's bid price. 4.4.5 Protection of Utilities — CONTRACTOR shall not interrupt the service function or disturb the support of any utility, without authority from the OWNER or order from the utility owner. CONTRACTOR shall maintain all valves, switches, vaults, and meters readily accessible for emergency shutoff. Where protection is required to ensure support of utilities located as shown on the Plans, unless otherwise provided, CONTRACTOR shall furnish and place the necessary protection at CONTRACTOR's 1sole expense. 4.4.6 Notification Requirements If Utility Disturbed — CONTRACTOR shall immediately notify the ENGINEER and utility owner if any utility is disturbed or damaged and pay ' the costs of repair or replacement of any utility damaged by the CONTRACTOR. No additional payment for those costs will be made by OWNER. 4.4.7 Removal of Abandoned Utilities - Unless otherwise specified, CONTRACTOR shall remove all interfering portions of utilities shown on the Plans or indicated in the Contract Documents as "abandoned". Before starting removal operations, ' CONTRACTOR shall ascertain from the utility owner whether the abandonment is complete. The costs involved in the removal and disposal shall be included in the price for the item of work necessitating such removals. CITY OF SAN JUAN CAPtSTRANO GENERAL CONDITIONS PAGE 00700- 13 4.4.8 Relocation of Utilities a. When the Plans or Specifications provide for the CONTRACTOR to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the bid. b. Temporary or permanent relocation or alteration of utilities requested by the CONTRACTOR for its convenience shall be its responsibility, and the CONTRACTOR shall make all arrangements and bear all costs in connection therewith. C. If, after award of the Contract, portions of utilities not indicated in the Contract 1 Documents are found to interfere with the Work may be relocated, altered or reconstructed by the utility owner, or the ENGINEER may order changes in the Work to avoid such interference. Such changes will be paid for in accordance with Article 10. 4.4.9 Delays a. CONTRACTOR shall promptly notify in writing the utility owner and the ENGINEER, no later than three (3) calendar days after discovery, of CONTRACTOR's construction schedule and any subsequent changes in the construction schedule which will affect the time available for protection, removal or relocation of utilities. b. CONTRACTOR is not entitled to damages or additional payment from OWNER for delays attributable to utility relocations or alterations if correctly located, as noted in the Contract Documents. C. At no cost to the OWNER, the CONTRACTOR may be given a "no cost" extension of time for unforeseen delays attributable to unreasonably protracted interferences by others in the relocations of utilities. 4.4.10 Access to the Work - When necessary, CONTRACTOR shall conduct operations to permit access to the Work site and provide time for utility work to be accomplished during normal work hours during the progress of the Work. 4.5 REFERENCE POINTS 4.5.1 Bench Mark - The ENGINEER will provide one bench mark near or on the site of the Work, and will provide two points near or on the site to establish a base line for use by the CONTRACTOR for alignment control. Unless otherwise specified in the General Requirements, the CONTRACTOR shall furnish all other lines, grades, and bench marks required for proper execution of the Work. 4.5.2 Protection of Bench Marks — CONTRACTOR shall preserve all bench marks, stakes, and other survey marks and, in case of their removal or destruction by any one, accurately replace such reference points by personnel qualified under Division 3, Chapter 15 of the California Business and Professions Code. Notify the ENGINEER whenever a reference point is lost, destroyed, or requires relocation. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS L PAGE 00700-14 1 4.6 ASBESTOS, PCB'S, PETROLEUM, HAZARDOUS WASTE OR RADIOACTIVE MATERIAL 4.6.1 OWNER Responsibility - The OWNER shall be responsible for any hazardous material which includes Hazardous Substances and Hazardous Waste uncovered or revealed at the site which was not identified in the Contract Documents to be within the ' scope of the work. The OWNER shall not be responsible for any such materials brought to the site by the CONTRACTOR, Subcontractors, Suppliers or anyone else for whom the CONTRACTOR is responsible. ' 4.6.2 CONTRACTOR's Responsibility - When such hazardous materials are encountered, CONTRACTOR shall immediately stop all Work in connection with such hazardous ' materials in any area affected thereby (except in an emergency as required by Article 6), and notify the OWNER in writing. The OWNER shall promptly evaluate such hazardous materials and take corrective action. The CONTRACTOR shall not be required to resume Work in any such affected area until after the OWNER has delivered to the CONTRACTOR written notice specifying that such condition and any affected area has been rendered safe for the resumption of Work, or specifying any special conditions under which such Work may be resumed safely. 4.6.3 Dispute - If after receipt of such written notice CONTRACTOR does not agree to resume work based on a reasonable belief it is unsafe, or does not agree to resume work under such special conditions, then OWNER may order such portion of the Work that is in connection with such hazardous materials or in such affected area to be deleted from the Work. The OWNER may have such deleted portion of the Work 1 performed by the OWNER's awn forces or others in accordance with Article 7. If the OWNER and the CONTRACTOR cannot agree as to entitlement to or the amount or extent of an adjustment, if any, in Contract Price or Contract Time as a result or work ' stoppage or of deleting such portion of the Work, then either party may make a claim as provided in Article 16. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700- 15 iARTICLE 5 - BONDS AND INSURANCE 5.1 PERFORMANCE, PAYMENT AND OTHER BONDS 5.1.1 CONTRACTOR shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of CONTRACTOR's obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Article 13, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other bonds as are required by the Contract Documents. 5.1.2 All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent's authority to act. 5.1.3 If the surety on any bond furnished by CONTRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Article 5.1.2, CONTRACTOR shall promptly notify OWNER and ENGINEER and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Article 5.1 and 5.2. 5.2 LICENSED SURETIES AND INSURERS All bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or ' insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3 CERTIFICATES OF INSURANCE 5.3.1 CONTRACTOR shall deliver to OWNER, with copies to each additional insured identi- fied in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain. 5.3.2 OWNER shall deliver to CONTRACTOR, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by CONTRACTOR or any other additional insured) which OWNER is required to purchase and maintain. 1 5.3.3 CONTRACTOR shall provide evidence of its insurance coverage on the ACORD certificate of insurance form and shall include the following statement in its entirety in the section of the form entitled "Description of Operations/LocationsNehicles/Special Items". The 1 City of San Juan Capistrano and its Design Engineer, and their officers, directors, partners, employees and other consultants and subcontractors are named as additional insureds with CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700- 16 respect to the insured's Commercial General Liability and Automobile Liability Insurance Policies. All insurers waive all rights of subrogation against The City of San Juan Capistrano and its Design ENGINEER,their officers, directors, partners, employees and other consultants and subcontractors. All insurance is primary for all claims covered thereby. Commercial General Liability Insurance includes contractual liability coverage. 5.4 CONTRACTOR'S LIABILITY INSURANCE 5.4.1 CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be per- formed by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable, which include but are not limited to: A. claims under workers' compensation, disability benefits, and other similar employee benefit acts; B. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; C. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; D. claims for damages insured by reasonably available personal injury liability coverage which are sustained: 1. by any person as a result of an offense directly or indirectly related to the em- ployment of such person by CONTRACTOR, or 2. by any other person for any other reason; ' E. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and F. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. 5.4.2 The policies of insurance required by this Article 5.4 shall: A. with respect to the insurance required by Article 5.4.1.0 through 5.4.1.1✓ inclusive provide primary coverage for all claims covered thereby. With respect to insurance required by Article 5.4.1.17 include as additional insured OWNER and ENGINEER, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds and include coverage for the respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of all such additional insureds; B. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-17 C. include completed operations insurance; D. include contractual liability insurance covering CONTRACTOR's indemnity obligations under Article 6; E. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 30 days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to Article 5.3 will so provide); F. remain in effect at least until final payment hereunder and at all times thereafter when CONTRACTOR may be correcting, removing, or replacing defective Work in accordance With Article 13; and G. with respect to completed operations insurance, and any insurance coverage written on a claims-made basis, remain in effect for at least two years after final payment. a. CONTRACTOR shall furnish OWNER and each other additional insured I identified in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter. H. CONTRACTOR may purchase and maintain excess liability insurance in the umbrella form in order to satisfy the minimum amounts required for the insurance to be purchased and maintained in accordance with Article 5.4. Evidence of such excess liability insurance shall be delivered to OWNER in accordance with the form of a certificate indicating the policy numbers and minimum coverage amounts of all underlying insurance. The umbrella liability insurance shall have a combined single limit of not less than $5,000,000. 1. All polices required by this Article 5.4 shall contain provisions to the effect that the insurer(s) waive all right of subrogation against the OWNER, ENGINEER and their officers, directors, partners, employees and other consultants and subcontractors of each and any of them. J. Deductibles or self-insured retentions shall not exceed $1,000,000 for any of the policies required under Article 5.4. The risk of loss within such deductible or self-insured 1 retention shall by the responsibility of the CONTRACTOR. 5.5 OWNER'S LIABILITY INSURANCE 5.5.1 CONTRACTOR shall purchase and maintain a separate OWNER's Protective Liability policy, issued to OWNER at the expense of CONTRACTOR, including OWNER and ENGINEER as named insureds. This insurance shall provide coverage for not less than the following amounts: a. Obtain and maintain a commercial general liability policy in an amount of not less than $2,000,000, naming DISTRICT as an additional insured. For all purposes pertaining to this agreement, CONTRACTOR'S commercial general liability policy shall be the primary policy and DISTRICT'S liability policy shall be secondary. Such policy shall be provided by CONTRACTOR to DISTRICT prior to CONTRACTOR CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700- 18 commencement of work and services pursuant to this agreement. 5.5.2 All polices required by this Article 5.5 shall contain provisions to the effect that the insurer(s) waive all rights of subrogation against the OWNER, ENGINEER and their officers, directors, partners, employees and other consultants and subcontractors of each and any of them. 5.6 ACCEPTANCE OF BONDS AND INSURANCE; OPTION TO REPLACE If OWNER has any objection to the coverage afforded by or other provisions of the insurance policies required to be purchased and maintained by CONTRACTOR in accordance with this Article 5 on the basis of its not complying with the Contract Documents, OWNER shall notify 1 CONTRACTOR in writing thereof within ten days of the date of delivery of such certificates to OWNER in accordance with Article 2. CONTRACTOR shall provide such additional information in respect of insurance provided by CONTRACTOR as OWNER may reasonably request. 5.7 PARTIAL UTILIZATION, ACKNOWLEDGMENT OF PROPERTY INSURER A. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Article 14, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Article 5 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorse- ment on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700- 19 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.1 RESPONSIBILITY OF CONTRACTOR TO PERFORM Unless otherwise specified in the Contract Documents, CONTRACTOR shall furnish and assume full responsibility for providing all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up, and completion of the Work. Such support that may need to be provided after normal working hours shall be provided by the CONTRACTOR at its sole expense. 6.2 MATERIAL AND EQUIPMENT All materials and equipment to be incorporated into the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of the OWNER. If required by the ENGINEER, furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned in accordance with the instructions of the applicable manufacturer and/or supplier except as otherwise provided in the Contract Documents; but no provisions of any such instructions will be effective to assign to the ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work. 6.3 SUPERVISION, SUPERINTENDENCE AND QUALITY CONTRACTOR shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction and safety precautions and programs incidental thereto. Be responsible to see that the completed Work complies accurately with the Contract Documents. It shall also be solely responsible for the quality of the Work. 6.4 SUPERINTENDENT 6.4.1 Written Designation of Superintendent — CONTRACTOR shall designate in writing and keep on the work site at all times during the Work a technically qualified, English- speaking superintendent and an alternate who are employees of the CONTRACTOR and who will not be replaced without immediate written notice to the ENGINEER. The superintendent shall be the CONTRACTOR's representative at the site and shall have authority to act on behalf of the CONTRACTOR. All communications given to the superintendent shall be as binding as if given to the CONTRACTOR_ CONTRACTOR shall issue all its communications to the ENGINEER. 6.4.2 Superintendent's Presence at Site - The CONTRACTOR' superintendent or alternate shall be present at the site of the Work at all times while Work is being performed, and shall be available by phone for emergencies 24 hours per day, 7 days per week. Failure to observe this requirement shall be considered suspension of the CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-20 Work by the CONTRACTOR until such time as the superintendent is again present at the site. 6.4.3 Removal of Superintendent - Upon written notice the OWNER may require replacement of the CONTRACTOR's superintendent for cause or if deemed detrimental to the project, in which case the CONTRACTOR shall submit a replacement superintendent subject to approval by the OWNER, at no increase in Contract Price or Contract Time. ' 6.5 LABOR CONTRACTOR shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. It shall immediately remove from the Work any person employed, who is found to be incompetent, intemperate, troublesome, disorderly or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, and do not re-employ that person on the Work. CONTRACTOR shall furnish, erect, maintain, and remove the construction plant and any temporary works as may be required. It shall also at all times maintain goad discipline and order at the site, and do not permit the use or consumption of controlled substances or alcoholic beverages at the site. 6.5.1 No Additional Compensation for Overtime - Except as otherwise provided in this Article, the CONTRACTOR shall receive no additional compensation for overtime Work (i.e., work in excess of 8 hours in any one calendar day or 40 hours in any one calendar week), even though such overtime Work may be required under emergency conditions and may be ordered by the ENGINEER in writing. OWNER will pay additional compensation to the CONTRACTOR for overtime Work only in the event extra Work is ordered by the ENGINEER, and the Change Order specifically authorizes the use of overtime Work and then only to such extent as overtime wages are regularly being paid by the CONTRACTOR for overtime Work of a similar nature in the same locality. 6.5.2 Approval Required to Work Outside Normal Work Hours - Except in connection with 1 the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, CONTRACTOR shall perform all Work at the site during regular working hours, and do not permit overtime work or the performance of work on Saturday, Sunday, or any holiday observed by the OWNER, without the OWNER's written consent. It shall apply for this consent through the ENGINEER. The ENGINEER shall approve working on holidays, weekends, or overtime, at no additional cost to the OWNER if such work was requested by the CONTRACTOR. CONTRACTOR shall reimburse the OWNER for all costs to provide inspection services required to monitor the holiday, weekend or overtime work. The OWNER shall charge its direct hourly cost plus the OWNER's overhead cost to CONTRACTOR, and a deductive change order will be written and CONTRACTOR shall sign it to cover this cost. 6.6 PROGRESS SCHEDULE CONTRACTOR shall adhere to the progress schedule established in accordance with the General Requirements as it may be adjusted from time to time as provided below: 6.6.1 Non-Impacting Adjustments — CONTRACTOR shall submit to the ENGINEER for acceptance proposed adjustments in the progress schedule that will not change the CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-21 i Contract Times (or Milestones). Such adjustments shall conform generally to the progress schedule then in effect and additionally shall comply with any provisions of the General Requirements applicable thereto. 6.6.2 Revisions to Milestones — CONTRACTOR shall submit proposed revisions in the progress schedule that will change the Contract Times (or Milestones) in accordance with the requirements of Article 12. Such adjustments may only be made by a Change Order or written amendment in accordance with Article 12 of the General Conditions. 6.6.3 Critical Path Method (CPM) Schedule Withholding—As a condition precedent to the OWNER's obligation to pay a progress payment to CONTRACTOR, CONTRACTOR shall submit an initial CPM schedule and then shall submit updated CPM schedules and certified payrolls to OWNER with each of CONTRACTOR's applications for payment. If OWNER mistakenly accepts an application for payment without receipt of CONTRACTOR's CPM schedules or certified payrolls, then OWNER shall withhold 5% of the progress payment for which CONTRACTOR did not submit a CPM schedule or certified payrolls. The amount withheld shall not be deemed or construed as a part of standard retention. The amount will be withheld by OWNER until CPM schedules and certified payrolls are'current. 6.7 SUBSTITUTES OR OR APPROVED EQUAL" ITEMS CONTRACTOR shall submit proposed substitutes of "or approved equal" items in accordance with the General Conditions or Supplementary General Conditions. 6.7.1 Whenever an item of material or equipment is specified or described in the Contract documents by using the name of a proprietary item or the name of a particular Supplier, such Specification or description is intended to establish the type, function and quality required. Whenever one or more manufacturers of an item of material or equipment is mentioned in the technical specifications, add the words "or approved equal' after the listed manufacturers or suppliers will permit CONTRACTOR to furnish an equal substitute item. If the manufacturer's name is followed by words reading "no approved equal or substitute products will be accepted" or similar wording, no equal or substitute product may be used. Unless the Specification or description contains or is followed by words reading that no like, equivalent or "approved equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by the OWNER under the following circumstances: A. "Approved Equal": If in the OWNER's sole discretion an item of material or equipment proposed by CONTRACTOR is equivalent to or better than the product named in the specifications and form, function, performance, reliability, quality, features, materials of the construction, operation and maintenance cast, static and dynamic loads, general dimensional configuration, size, weight, and appearance to that named and sufficiently similar so that no change in related work will be required, it may be considered by OWNER as an "approved equal" item In such case the review and approval of the proposed item may, in OWNER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. B. Substitute Items: If in OWNER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "approved CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-22 equal" item prior to award of the Contract, then the OWNER may, at its sole option, consider the item as a proposed substitute item. The parties acknowledge that the substitute is not "an equal" and, as a result, if the OWNER accepts a substitute, then a deductive Change Order may be necessary. CONTRACTOR shall submit sufficient information as provided below to allow OWNER to determine that the item of material or equipment is ' essentially equivalent to that named and an acceptable substitute. The procedure for review by OWNER shall include the following as OWNER may determine is appropriate under the circumstances. A request for review of a proposed substitute items of material or equipment will not be accepted by OWNER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to the OWNER for acceptance thereof, certifying that the substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified. The application shall state; 1) the extent, if any, to which the evaluation and acceptance of the substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time; 2) whether or not. acceptance of the substitute for use in the work will require change in any of the Contract Documents to adapt the design to the substitute and; 3) whether or not incorporation or use of the substitute in connection with the work is subject to payment of any license fee or royalty. All variations of the substitute from that specified shall be identified in the application together with available maintenance, repair and replacement service indicated. The application shall also contain an itemized estimate of alt costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign as well as the claims of other CONTRACTORs affected by the resulting change, all of which will be considered by OWNER in evaluating the substitute. OWNER may require CONTRACTOR to furnish such additional data about the substitute as it deems necessary and appropriate. C. CONTRACTOR's expense: All data to be provided by CONTRACTOR in support of any proposed "approved equal" or substitute item shall be at CONTRACTOR's sole expense. 6.7.2 OWNER shall be allowed a reasonable time within which to evaluate each submittal made pursuant to Paragraphs 6.7.1 A, 6.7.16, and 6.7.1C. The OWNER shall be the sole judge of acceptability. No "approved equal" shall be ordered, installed or utilized without OWNER's prior written acceptance which will be evidenced by a Change Order or a reviewed and approved Shop Drawing. No substitute shall be ordered, installed, or utilized without OWNER's prior written acceptance, which will be evidenced by a Change Order. OWNER may require CONTRACTOR to furnish at CONTRACTOR's sole expense a special performance guarantee or other surety with respect to any "approved equal" or substitute. ENGINEER will record the time required by ENGINEER and/or other consultants in evaluating substitutes submitted by CONTRACTOR in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project). Whether or not OWNER accepts a substitute item submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for charges of ENGINEER and/or consultants for evaluating each proposed substitute item. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-23 6.7.3 Submittal by CONTRACTOR to provide an "approved equal" shall be made to OWNER ten (10) days prior to Contract award. Submittal by CONTRACTOR to provide a substitute shall be made to OWNER within fifteen (15) days after the date of bid opening. Further, CONTRACTOR agrees that these submittals create a risk that the materials or equipment may not meet the specified functional and performance requirements and create a risk associated with potentially unproven products. Risk arises due to unknown evaluation results relating to reliability and durability, and responsiveness and support capability of supplier. Limited time is available to review and accept an "approved equal" or substitute during construction as compared to time available during design. CONTRACTOR agrees, therefore, that acceptance of an "approved equal" or substitute does not relieve CONTRACTOR from the responsibility for meeting specified functional and performance requirements. CONTRACTOR shall pay all costs necessary to ensure the "approved equal" or substitute meets specified functional and performance requirements and will operate trouble free. 6.8 PROJECT SITE COORDINATION 6.8.1 Work by Others — CONTRACTOR shall be responsible for ascertaining the nature and extent of any simultaneous, collateral and essential work by others as described in the General Requirements. 6.8.2 Coordination of Work - The OWNER, the CONTRACTOR, their respective workers, CONTRACTORs, and others shall cooperate to minimize interference. 6.8.3 Cost of Coordination — CONTRACTOR shall include in its Bid all costs involved as a result of coordinating its Work with others. The CONTRACTOR shall not be entitled to additional compensation from the OWNER for damages resulting from such simultaneous, collateral and essential Work. The CONTRACTOR's sole and exclusive remedy for damages caused by another CONTRACTOR shall be a direct action against such CONTRACTOR. If necessary to avoid or minimize such damage, or delay, CONTRACTOR shall re-deploy its work force to other parts of the Work. 6.8.4 Origination to Provide Access — CONTRACTOR shall give to each other CONTRACTOR and each utility owner (or the OWNER, if the OWNER is performing the additional work with the OWNER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the performance of such Work. CONTRACTOR shall properly connect and coordinate the others' work with CONTRACTOR's work. 6.8.5 Obligation to Fit -- CONTRACTOR shall do all cutting, fitting, and patching of the Work that may be required to make its several parts come together properly and integrate with such other Work performed by others. 6.8.6 Obligation to Protect Property— CONTRACTOR shall not interfere with or endanger any work of others by butting, excavating, or otherwise altering their work and shall only cut or alter the work of others with the written consent of the ENGINEER and the others whose work will be affected. 6.9 COORDINATION WITH SUBCONTRACTORS AND SUPPLIERS CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-24 6.9.1 Obligation to Supervise and Manage CONTRACTOR Organization — CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of subcontractors, suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. CONTRACTOR shall require all subcontractors, suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through the CONTRACTOR. All Work performed by a subcontractor or supplier shall be pursuant to an appropriate written agreement between CONTRACTOR and the subcontractor or supplier which specifically binds the subcontractor or supplier to the applicable terms and conditions of the Contract Documents. 6.9.2 No Contractual Relationship With Owner - Subcontractors and Suppliers have no contractual relationship with OWNER. Nothing contained in this Article shall create any contractual relationship between any subcontractor or supplier and the OWNER. Nor shall it relieve the CONTRACTOR of any liability or obligation under the Contract Documents. The CONTRACTOR shall include these General Conditions and the Supplementary General Conditions as a part of all agreements with its Subcontractors and Suppliers. 6.9.3 Subcontract Limitations - In addition to the provisions of Paragraph 6.9 of the General Conditions, the CONTRACTOR shall perform not less than 20 percent of the Work with its own forces (i.e., without subcontracting). The 20 percent requirement shall be understood to refer to Work, the value of which totals not less than 20 percent of the Contract Price. 6.10 PATENT FEES AND ROYALTIES CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of the OWNER, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by the OWNER in the Contract Documents. 6.11 PERMITS Unless otherwise provided in the Supplementary General Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses from the agencies having jurisdiction, including the furnishing of insurance and bonds if required by such agencies. The enforcement of such requirements shall not be made the basis for claims for additional compensation. The OWNER shall assist the CONTRACTOR, only when necessary, in obtaining such permits and licenses. The CONTRACTOR shall pay all governmental charges and inspection fees necessary for the Work. The CONTRACTOR shall pay all charges of utility owners for connections to the Work. 6.11.1 NPDES PERMITS - CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-25 CONTRACTOR and its subcontractors shall comply with all Laws and Regulations and obtain such permits, licenses, and certificates required by all federal, state and local governmental authorities including but not limited to the national pollutant discharge elimination system (NPDES) permit issued to the City of San Juan Capistrano and any other NPDES permit to which CONTRACTOR's operations are subject. CONTRACTOR shall conduct all aspects of its operation so as to prevent all non-storm water discharges from entering the storm drain system and watercourses and to utilize applicable Best Management Practices to reduce the discharge of pollutants into the storm water to the maximum extent practicable. Discharges into the sanitary sewer system are prohibited unless CONTRACTOR first obtains a permit from the appropriate governmental agency for such discharge. CONTRACTOR shall include all costs related to compliance in its bid and no additional payment will be made for it. The CONTRACTOR shall implement the Best Management Practices (BMP) for water pollution control in conjunction with all its activities and construction practices related to this Work. 6.12 LAWS AND REGULATIONS CONTRACTOR shall observe and comply with all Laws and Regulations, which in any manner affect those engaged or employed on the Work, the materials used in the Work, or the conduct of the Work. If any discrepancy or inconsistency should be discovered in the Contract Documents in relation to any Law or Regulation immediately report the same in writing to the ENGINEER. All work required hereunder shall be done in full compliance with all applicable Laws and Regulations. Unless otherwise noted, the CONTRACTOR shall obtain all permits required by federal, state, county, or local governmental entities and shall pay all required fees therefor. Bidders shall possess the appropriate licenses at the time the bid is submitted. Each bidder shall record, on the bid, the number and termination dates of all necessary licenses. A valid state license, sufficient to qualify as the prime CONTRACTOR, is a pre-requisite for award of the Contract. Necessary City licenses may be secured after the bids are opened, but must be obtained prior to execution of the Contract. 6.13 TAXES CONTRACTOR shall pay all sales, consumer, use, and other similar taxes required to be paid in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. The City of San Juan Capistrano is not exempt from sales tax. Also, CONTRACTOR shall cooperate with the City of San Juan Capistrano in all matters relating to taxation and collection of taxes, particularly with respect to the self-accrual ' of use tax. Additional information regarding self-accrual is available from the City of San Juan Capistrano on request. 6.14 USE OF PREMISES CONTRACTOR shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the site, the land and areas identified in and permitted by the Contract Documents, and the other land and areas permitted by Laws and Regulations, rights- of-way, permits, and easements as approved by the ENGINEER. Also, it shall assume the full financial responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any land or areas contiguous thereto, resulting from the performance of the Work. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-26 tIf any claim made against the OWNER by any such other owner or occupant because of the performance of the Work, CONTRACTOR shall promptly attempt to settle with such other ' party by agreement or otherwise resolve the claim through arbitration or litigation. CONTRACTOR shall indemnify and hold harmless the City of San Juan Capistrano from any such claims by third parties. 6.16 PROJECT SITE MAINTENANCE AND INTERFERENCE WITH ADJACENT PROPERTY 6.15.1 Cost of General Requirements in Contract Price— CONTRACTOR shall comply with the General Requirements. All costs associated with this compliance shall be included in the bid price. 6.15.2 Vehicle Load Limits - When materials are transported in doing the Work, CONTRACTOR shall not load vehicles beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by Law or Regulation. When it is necessary to cross curbs, sidewalks, or drainage facilities, it shall protect them from damage. 6.15.3 Work Outside the Work Site Area- Despite the designation of a work site area or the indication of temporary fences or barricades, the provisions of the Contract Documents governing certain portions of the Work may require that certain operations be carried out beyond the work area. In those cases, trenching, utility work, site development, landscaping, shall be scheduled so as to create a minimum of inconvenience or disturbance to or interference with the normal operation of the abutting property owners and the public. CONTRACTOR shall obtain the ENGINEER's prior approval and all necessary approvals from other agencies, public entities, and abutting property owners for such operations. It shall perform such operations expeditiously and restore all premises affected to their original condition immediately upon completion of such operations, unless otherwise specified in the Contract Documents. All existing walks, roadways, paved or landscaped areas on which temporary driveways or walks are rerouted shall be restored to their original condition, immediately upon completion of those phases of the Work, unless otherwise specified in the Contract Documents. 6.15.4 Responsibilities for Damage - All damage, injury or loss to any person(s) or property caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable shall be restored by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the negligent acts or omissions of OWNER) at its sole cost. CONTRACTOR's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and the OWNER has issued a notice to the CONTRACTOR in accordance with Article 14 that the Work is complete. 6.16 CONTRACTOR'S DAILY REPORTS CONTRACTOR shall complete a daily report indicating total manpower for each construction trade, major equipment on site, each Subcontractor's manpower, weather conditions, and any other items required by the ENGINEER; complete the daily report on forms provided by the ENGINEER, and submit them to the ENGINEER by 9:40 AM the following workday. The report must comment on the daily progress and status of the Work within each major component of CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-27 the Work. These components will be determined by the ENGINEER. Submitting acceptable daily reports as required is a precondition to approval of the monthly progress payment. However, these reports shall under no circumstances be used to meet the notice requirements contained elsewhere in the General Conditions. 6.17 SAFETY 6.17.1 Safety Plan — CONTRACTOR shall comply with General Requirements provided by the ENGINEER. It shall submit a written safety plan to the ENGINEER prior to commencement of any work on site. Also, CONTRACTOR shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. 6.17.2 Safety Laws and Regulations — CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury, or loss and shall erect and maintain all necessary safeguards for such safety and protection. It shall notify owners of adjacent property and of underground facilities and utilities when performance of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. 6.17.3 Safety Representative — CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.17.4 Safety Orders — CONTRACTOR shall have at the Work site, as applicable, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders, and General Industry Safety Orders issued by the State Division of Industrial Safety. 6.17.5 Trench Shoring Plan - Before excavating any trench 5 feet or more in depth, CONTRACTOR shall submit to the OWNER a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for the workers' protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared and signed by a California registered civil ENGINEER. No excavation shall start until the ENGINEER has accepted the plan and the CONTRACTOR has obtained a permit from the State Division of Industrial Safety. CONTRACTOR shall submit a copy of the permit to the ENGINEER and post it at the site. 6.17.6 Use of Explosives - Explosives may be used only when authorized in writing by the ENGINEER, or as otherwise stated in the Specifications. CONTRACTOR, its employees, agents, and subcontractors shall handle, use, and store explosive in accordance with all Laws and Regulations. The ENGINEER's approval of the use of I explosives shall not relieve the CONTRACTOR from liability for claims caused by blasting operations. 6.17.7 Hazardous Materials Communication Program a. CONTRACTOR shall notify employees when materials that contain Hazardous Substances or mixtures are used on the Work. It shall request a Materials CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-28 Safety Data Sheet as described in Section 5194 of Title 8 of the California Code of Regulations from the manufacturer of any hazardous product used. b. Use of hazardous materials shall be accomplished with strict adherence to California Division of industrial Safety requirements and compliance with all manufacturer's warnings and instructions listed on the Material Safety Data Sheet and on the product container label. C. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations, with copies to the ENGINEER. d. Unsafe Products. CONTRACTOR shall notify the ENGINEER if it considers a specified or required product or its intended usage to be unsafe prior to the product being ordered, or if provided by some other party, prior to the product ' being used or incorporated in the Work. 6.17.8 Safety Reporting ' a. CONTRACTOR shall prepare Weekly First Aid Logs and deliver this log to the ENGINEER within 3 days after the weekly reporting period. b. CONTRACTOR shall prepare Accident and Injury Reports and deliver this report to the ENGINEER within 24 hours after the injury or accident. 6.17.9 ENGINEER Safety Deficiency Report — CONTRACTOR shall respond to this report within two working days after notification explaining its corrective action and proposed schedule for this action. 6.18 EMERGENCY In emergencies affecting the safety or protection of persons of the Work or property at or adjacent to the site, CONTRACTOR, without special instruction or authorization from the ENGINEER, shall do what is within its power to prevent threatened damage, injury or loss. It shall give the ENGINEER prompt written notice if the CONTRACTOR believes that any significant changes in the Work have resulted because of the action taken in response to an emergency. If it is determined by the OWNER that a change is required, a change shall be authorized by Change Order. 6.19 SHOP DRAWINGS AND SAMPLES 6.19.1 Shop Drawings - After checking and verifying all field measurements and after complying with applicable procedures specified in the General Requirements, CONTRACTOR shall submit to the ENGINEER for review all shop drawings in 1 accordance with the accepted schedule of Shop Drawings submittals specified in the General Requirements. 6.19.2 Samples — CONTRACTOR shall submit to the ENGINEER for review all samples in accordance with the accepted schedule of sample submittals specified in the General Requirements. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-29 6.19.3 Verify Field Measurements - Before submittal of each shop drawing or sample, CONTRACTOR shall determine and verify all quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar data and review or coordinate each shop drawing or sample with other shop drawings and samples and with the requirements of the Work and the Contract Documents. 6.20 SUBMITTAL ACCEPTANCE 6.20.1 ENGINEER Review Scope and Limitation - The ENGINEER will review and approve acceptable Shop Drawings and Samples. The ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents, The ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of ' construction except where a particular means, method technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. Make corrections required by the ENGINEER and return the required number of corrected copies of shop drawings and submit as required new samples for review and approval. Direct specific attention in writing to revisions other i than the corrections called for by the ENGINEER on previous submittals. ■1 6.20.2 CONTRACTOR's Responsibility Not Relieved by Approval - The ENGINEER's review and approval of shop drawings or samples shall not relieve the CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless the CONTRACTOR has in writing called the ENGINEER's attention to each such variation at the time of submission and the ENGINEER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the shop drawing or sample approval; nor will any approval by the ENGINEER relieve the CONTRACTOR from responsibility for complying with the requirements of Article 6. 6.21 COMPLIANCE WITH ENGINEER ADMINISTRATIVE PROCEDURES CONTRACTOR shall comply with all administrative procedures required by the OWNER including but not limited to daily reports, Requests for Proposal, safety reporting, notice requirements, payment procedures, submittal processing, attendance at weekly and special meetings, and others designated by the ENGINEER. 6.22 CONTINUING THE WORK DURING DISPUTES 6.22.1 Continue Work — CONTRACTOR shall perform the Work and adhere to the progress schedule during all disputes or disagreements with the OWNER. CONTRACTOR shall not delay or postpone Work pending resolution of any disputes or disagreements, except as the CONTRACTOR and the OWNER may otherwise agree in writing, CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-30 1 6.22.2 Direction To Proceed With Work - If the CONTRACTOR and the OWNER are unable to reach agreement on disputed work, the OWNER may direct the CONTRACTOR to proceed with the Work. Payment therefore shall be as later determined by Article 16. 6.23 GENERAL WARRANTY AND GUARANTEE Provide warranties and guarantees in accordance with Article 13. 1 i 1 1 1 1 1 CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-31 1 ARTICLE 7 -WORK BY OTHERS AT THE SITE 7.1 OWNER'S RIGHT TO WORK AT SITE The OWNER may perform other work related to the Project at the site with the OWNER's own forces, have other work performed by utility owners, or award direct contracts which may contain General Conditions similar to these. If the fact that such other work is to be performed was not noted in the Contract Documents, written notice thereof will be given to the CONTRACTOR prior to starting any such other work. 7.2 CONTRACTOR REPORT ON DELAYS CAUSED BY OTHERS If the proper performance or results of any part of the CONTRACTOR's Work depends upon the work of any such other CONTRACTOR or utility owner, CONTRACTOR shall promptly inspect and report to the ENGINEER in writing any apparent delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for such proper performance and results. The CONTRACTOR's failure to report such delays, defects, or deficiencies in writing before commencement of the affected work shall constitute its acceptance of the other work as ' "fit and proper" for integration with the CONTRACTOR's Work except for latent defects and deficiencies in the other work. 7.3 DAMAGE TO OTHERS CAUSED BY CONTRACTOR If the CONTRACTOR causes damage to the work, property, or person of any other CONTRACTOR utilized by the OWNER, or if any claim arising out of the CONTRACTOR's ' performance of the Work is made against the CONTRACTOR by any other CONTRACTOR, the OWNER, or any other person, CONTRACTOR shall promptly attempt to settle and resolve the dispute. ' 7.4 COORDINATION 7.4.1 Coordination Responsibilities - The CONTRACTOR's responsibilities to coordinate construction activities are in accordance with those found in Article 6 and in the described Supplementary General Conditions if applicable. ' 7.4.2 Coordination Delays - If CONTRACTOR is delayed by the OWNER and such delay could not reasonably have been foreseen and prevented by the CONTRACTOR, the ' ENGINEER will determine the extent of the delay, the effect of the delay on the Work as a whole, and any commensurate extension of time. The ENGINEER shall arrange meetings with other CONTRACTORs performing work on behalf of the OWNER to plan coordination of construction activities. Any difference or conflict arising between the CONTRACTOR and any other CONTRACTOR employed by the OWNER shall be submitted to the ENGINEER for a decision in the matter. CONTRACTOR shall comply with all reasonable directions from the ENGINEER whose decision on coordination ' matters shall be final. 7.5 REMEDY FOR DELAYS BY OTHERS By executing a contract with the OWNER, the CONTRACTOR acknowledges that there may be other contractors on the site whose work must be coordinated with that of CONTRACTOR's ' awn Work. The CONTRACTOR expressly warrants and agrees that it will cooperate with other CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-32 contractors and will do nothing to delay, hinder, or interfere with the work of other separate contractors or the OWNER. The CONTRACTOR also expressly agrees that, in the event CONTRACTOR's Work is hindered, delayed, interfered with or otherwise affected by a separate contractor, CONTRACTOR's sole remedy will be a direct action against the separate contractor. The CONTRACTOR shall have no remedy, and hereby expressly waives any claim or remedy, against the OWNER on account of delay, hindrance, interference or other event caused by a separate contractor. 7.6 OUT OF SEQUENCE OR ACCELERATED WORK 1 When work is performed out of sequence and ahead of interfacing work, CONTRACTOR shall make reasonable attempts to minimize damage or loss to the Work which may be caused by ' others during the performance of their work, including but not limited to furnishing prompt written notice to the ENGINEER and to the other contractors that work has been performed out of sequence and ahead of interfacing work. 1 CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-33 rARTICLE 9- ENGINEER'S STATUS DURING CONSTRUCTION 9.1 PRESENCE ON SITE The ENGINEER will be on-site periodically during construction to observe the progress, quantity, and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The ENGINEER will make periodic on-site inspections to check the quality or quantity of the Work. The ENGINEER will not supervise, direct, or have control over the CONTRACTOR's work. ' 9.2 CONTRACT DOCUMENT CLARIFICATIONS AND INTERPRETATIONS The ENGINEER shall issue, with reasonable promptness, such written clarifications or interpretations of the requirements of the Contract Documents (in the form of Drawings or otherwise) as the ENGINEER may determine necessary and which shall be consistent with or reasonably inferable from the overall intent of the Contract Documents. Such written clarifications and interpretations will be binding on the CONTRACTOR. If the CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to agree to the amount or extent, the CONTRACTOR may request an adjustment in the Contract Price or an extension of the Contract Time as provided in Article 11 and Article 12 hereof. 9.3 AUTHORIZED VARIATIONS IN WORK The ENGINEER may authorize minor variations in the Work (not resulting in changes to the Contract Price or Contract Time), which are consistent with the intent of the Contract Documents. These may be accomplished by a Field Order. If the CONTRACTOR believes that a Field Order justifies an increase in the Contract Price or an extension of the Contract Time, the CONTRACTOR may request an adjustment in the Contract Price or an extension of the Contract Time as provided in Article 11 or Article 12. If the CONTRACTOR proceeds with the Work without making such a request or providing notice it shall be presumed that ' CONTRACTOR agrees with the ENGINEER's determination that no changes in price or time are involved, and shall be deemed to have waived any right to request an adjustment in Contract Time or Contract Price. ' 9.4 DECISIONS ON DISPUTES L The ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes, and other matters relating to the acceptability of the Work, the interpretation of the provisions of the Contract Documents pertaining to the performance of the Work, and those claims with respect to changes in the Contract Price or Contract Time will be referred initially to the ENGINEER. The process to be followed is described in Article 16. ' 9.5 ENGINEER LIABILITY FOR INTERPRETATION The rendering of a decision by the ENGINEER pursuant to Article 9 will be a condition ' precedent to any exercise by the CONTRACTOR of such rights or remedies as it may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant to Article 16. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS 1 PAGE 00700-34 9.6 LIMITATION ON ENGINEER'S RESPONSIBILITIES 9.6.1 No Duty Arising Out of Act or Decision - Neither the ENGINEER' authority to act 1 under this Article 9 or other provisions of the Contract Documents, nor any decision made by the ENGINEER in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of the OWNER or ENGINEER to the CONTRACTOR, any subcontractor, any supplier, any surety for any of them, or any other person or organization performing any of the Work. 9.6.2 No Supervision Role - The ENGINEER shall not supervise, direct, control, or have authority over, or be responsible for the CONTRACTOR's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and ' programs incident thereto, or for any failure of the CONTRACTOR to comply with Laws and Regulations, applicable to the performance of the Work. The ENGINEER shall not be responsible for the CONTRACTOR's failure to perform the Work in accordance with the Contract Documents. 9.6.3 Contractor Acts or Omissions - The ENGINEER is not responsible for the acts or ' omissions of the CONTRACTOR nor of any subcontractor, supplier, or any other person or organization performing any of the Work. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-35 r ARTICLE 10 - CHANGES IN THE WORK 10.1 CHANGES REQUESTED BY THE CONTRACTOR 10.1.1 Engineer Approval - Changes in the Plans and Specifications, requested in writing by the CONTRACTOR, which do not materially affect the Work and which are not detrimental to the Work or to the interests of OWNER, may be granted without additional compensation to facilitate the Work, when approved in writing by the ENGINEER. If the method will result in a cost saving, a deductive Change Order shall be executed. 14.1.2 Specified Methods - Changes in specified methods of construction may be made at the CONTRACTOR's request when approved in writing by the ENGINEER. If the method will result in a cost saving, a deductive Change Order shall be executed. 10.1.3 No Right to Change - Nothing herein shall be construed as granting a right to the CONTRACTOR to demand OWNER's acceptance of such changes. 10.1.4 Request for Change Made in Good Faith - The request for a Change Order shall be made in good faith, and the amount requested shall accurately reflect appropriate adjustments in Contract Price or Contract Time which the CONTRACTOR believes is due, and which cover all direct, supplemental, indirect, consequential, serial and cumulative costs and delays to which the CONTRACTOR is entitled as a result of the change. 10.2 OWNER'S RIGHT TO MODIFY WORK 10.2.1 Requirement to Implement Directed Change - Without invalidating the Contract and without notice to any surety, the OWNER may at any time or from time to time, order additions, deletions, or revisions in the Work by a written Change Order issued by the OWNER. On receipt of the Change Order, the CONTRACTOR shall promptly proceed with the work involved. 10.2.2 Request for Proposal - When the OWNER desires a change in the Work, it shall ' issue a Request for Proposal to the CONTRACTOR. The CONTRACTOR shall respond accordingly within the time indicated in the Request. ' 10.3 REQUIREMENT TO PROCEED WITH WORK If the OWNER and CONTRACTOR agree on the value of any work and the amount of Contract Time to be allowed for that work, the CONTRACTOR shall proceed as directed by the OWNER so as to minimize the impact on and delays to the Work pending the issuance of a Change Order. If however, the OWNER and the CONTRACTOR are unable to agree as to the extent of an increase or decrease in the Contract Price or an extension or shortening of the Contract Time, then OWNER can direct the CONTRACTOR to proceed on the basis of a price for the Work as determined by the ENGINEER or on a Time and Materials basis, so as to minimize the impact on and delays to the Work, in accordance with Article 11. The CONTRACTOR shall then proceed with the Work. r CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-36 ' 10.4 WORK NOT IN CONTRACT The CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented by Change Order, except in the case of an emergency and except in the case of uncovering work as provided in Article 13. 10.5 CHANGE ORDER PROCESS The OWNER and the CONTRACTOR shall execute appropriate Change Orders covering: 10.5.1 Owner-Ordered Changes - Changes in the Work which are ordered by the OWNER pursuant to Article 10; 10.5.2 Changes Due to Defective Work - Changes required because of acceptance of defective work under Article 13; 10.5.3 Mutually Agreed Pricerrime Changes - Changes in the Contract Price or Contract Time which are agreed to by the parties. 10.6 NOTICE TO SURETY It notice of any change is required by the provisions of any Bond to be given to a surety, the giving of any such notice shall be the CONTRACTOR' responsibility, and the amount of each applicable Bond shall be adjusted accordingly. 10.7 ALLOWABLE QUANTITY VARIATIONS In the event of an increase or decrease in the quantity of a unit price item in the Contract, the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit price established for such work in the Contract Documents,. Adjustments to the unit price may be made for quantity changes which result in an increase or decrease in excess of ten (10) percent variation. 1 CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-37 ' ARTICLE 11 - CHANGE OF CONTRACT PRICE 11.1 CONTRACT PRICE CHANGE The Contract Price may only be changed by a written Change Order. 11.2 METHODS FOR DETERMINING ADJUSTMENTS IN CONTRACT PRICE 11.2.1 Methods - The methods to be used to determine an adjustment in Contract Price necessitated by changes ordered or negotiated pursuant to these General Conditions or Work covered by a Request for Proposal are limited to the following: 1, Where the work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the items involved; or 2. By mutual acceptance of a lump sum, which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 11.2.2; or 3. On the basis of the cost of work (determined as provided in Paragraphs 11.3) plus overhead and profit (determined as provided in Paragraph 11.2.2). 11.2.2 Contractor's Overhead and Profit Limitation - For all negotiated Change Orders the allowance for overhead and profit shall include full compensation for superintendence, insurance premiums, taxes, field office expense, extended overhead, home office overhead, and all other items of expense or cost not included in the cost of labor, materials, or equipment provided for in this Article. The allowance for overhead and profit shall not exceed the following schedule: Overhead Profit Labor = 10 percent 10 percent Materials = 10 percent 5 percent rEquipment= 14 percent 5 percent 11.2.3 Subcontractor Mark Up - It is understood that labor, materials, and equipment may be furnished by the CONTRACTOR or by a Subcontractor on behalf of the CONTRACTOR. When all or any part of the extra work is performed by a Subcontractor, the allowance specified herein shall be applied to the labor, materials, and equipment costs of the Subcontractor, to which the CONTRACTOR may add 5 percent of the Subcontractor's total cost for the extra work. Regardless of the number of hierarchical tiers of Subcontractors, the 5 percent increase above the performing subcontractor's total cost which includes the allowances for overhead and profit may be applied one time only. 11.2.4 Equipment Rental Rates — Rental equipment required specifically for the Additional I Work. Whenever possible, changed work will be accomplished using equipment available on-site or owned by the CONTRACTOR. If no on-site equipment can be used and a specific piece of equipment must be rented to be used exclusively for the CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-38 changed work, the rental rate that will apply will be the rate shown on the supplier's invoice. 11.3 COST OF WORK(BASED ON TIME AND MATERIALS) 11.3.1 General - The term "cost of work" means the sum of all costs necessarily incurred and paid by the CONTRACTOR for labor, materials, and equipment in the proper performance of extra work. Except as otherwise may be agreed to in writing by the OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the work and shall include only the following items and shall not include any of the excluded costs itemized in this Article. 11.3.2 Labor - The costs of labor shall be the actual cost substantiated by certified payroll for prevailing wages for each craft or type of workers performing the extra work at the time the extra work is done, plus employer's payments of payroll taxes, workers' compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Laws and Regulations, as well as assessments or benefits required by lawful collective bargaining agreements. Labor costs for equipment operators and helpers shall be paid only when such costs are not included in the invoice for equipment rental. The labor costs for foremen shall be proportioned to all of their assigned work and only that applicable to extra work shall be paid. Non-direct labor costs including the superintendent, project manager, and other labor identified in Section 11.3.8.a shall be considered part of the overhead mark up identified in this Article. 11.3.3 Materials - The cost of materials shall be itemized at invoice or lowest current price at which materials are locally available and delivered to the Work site in the quantities involved, plus the cost of sales tax, freight, delivery and storage. a. Trade discounts available to the purchaser shall be credited to the OWNER notwithstanding the fact that such discounts may not have been taken by the CONTRACTOR. b. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to the price paid to the actual supplier as determined by the ENGINEER. C. Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on extra work items or the current wholesale price for such materials delivered to the work site, whichever price is lower. Ld. If, in the opinion of the ENGINEER, the cost of materials is excessive or the CONTRACTOR does not furnish satisfactory evidence of the cost of such material, then the cost shall be deemed to be the lowest current wholesale price for the total quantity delivered to the Work site less trade discount. e. The OWNER reserves the right to furnish materials for the extra work and no claim shall be allowed to the CONTRACTOR for costs and profit on such materials. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-39 11.3.4 Equipment - The CONTRACTOR will be paid for the use of equipment at the rental rate listed for such equipment specified in the Supplementary General Conditions. Such rental rate will be used to compute payments for equipment whether the equipment is under the CONTRACTOR's control through direct ownership, leasing, renting, or another method of acquisition. The rental rate to be applied for use of each item of equipment shall be the rate resulting in the least total cost to the OWNER for the total period of use. If it is deemed necessary by the CONTRACTOR to use equipment not listed in the publication specified in the Supplementary General Conditions, an equitable rental rate for the equipment shall be established by the ENGINEER. The CONTRACTOR may furnish cost data which might assist the ENGINEER in the establishment of the rental rate. a. All equipment shall, in the opinion of the ENGINEER, be in good working condition and suitable for the purpose for which the equipment is to be used. b. Before construction equipment is used on the extra work, the CONTRACTOR shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and shall furnish to the ENGINEER, in duplicate, a description of the equipment and its identifying number and the scheduled work activities planned. C. Unless otherwise specified, manufacturer's ratings and manufacturer- approved modifications shall be used to classify equipment for the determination of applicable rental rates. Equipment which has no direct power unit shall be powered by a unit of at least the minimum rating recommended by the manufacturer. 11.3.5 Rental Equipment a. The rental time to be paid for equipment on the Work site shall be the time the equipment is in productive operation on the extra work being performed and, in addition, shall include the time required to move the equipment to the location of the extra work and return it to the original location or to another location requiring no more time than that required to return it to its original location, except that moving time will not be paid if the equipment is used on other than the extra work, even though located at the site of the extra work. b. Rental time is not allowed while equipment is inoperative due to breakdowns. C. Computation Method — Use the following method in computing the rental time of equipment on the Work site: 1. When hourly rates are listed, any part of an hour less than 30 minutes of operation shall be considered to be 1/2-hour of operation, and any part of an hour in excess of 30 minutes will be considered one hour of operation. 2. When daily rates are listed, any operation for less than 4 hours shall be considered to be 112-day of operation. When OWNER-operated equipment is used to perform extra work to be paid for on a time and materials basis, the CONTRACTOR will be paid for the equipment and operator, as set forth below. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-40 3. If the required equipment can only be rented for a minimum time period and the equipment is used for less than such minimum period, the minimum rental period shall be used. 11.3.6 Owned-Equipment - For equipment owned by the CONTRACTOR, the CONTRACTOR shall be entitled to costs based on CONTRACTOR's normal accounting practices, but in no event shall those costs exceed the rates listed in the cost guide titled, "Construction Equipment ownership and Operating Expense Schedule - Region VII" published by the U.S. Army Corps of Engineers, in effect on the date for ' commencement of the Contract Time. The owned-equipment hourly rate plus the estimated operation cost per hour from the cost guide will be the basis for determining owned-equipment costs. For shift work, the equipment rate shall not exceed the hourly costs for second or third shifts in the cost guide. 11.3.7 Special Services - Special work or services are defined as that work characterized by extraordinary complexity, sophistication, or innovation or a combination of the foregoing attributes which are unique to the construction industry. a. When the ENGINEER and the CONTRACTOR determine that a special service is required which cannot be performed by the forces of the CONTRACTOR or those of any of its Subcontractors, the special service may be performed by an entity especially skilled in such Work. Invoices for special services based upon the current fair market value thereof may be accepted without complete itemization of labor, material, and equipment rental costs, after validation of market values by the ENGINEER. b. All invoices for special services shall be adjusted by deducting all trade discounts offered or available, whether the discounts were taken or not. In lieu of the allowances for overhead and profit specified in this Article, an allowance of 15 percent may be added to invoices for special services. 11.3.8 Excluded Costs - The term "cost of the work" shall not include any of the following costs: a. Overhead Costs - Payroll costs and other compensation of CONTRACTOR's officers, executives, principals, general manager, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal office, a branch office or material yard and ship for general administration of the Work or not specifically covered by this Article all of which are to be considered administrative costs covered by the CONTRACTOR's allowance for overhead and profit. b, Office Expense - Expenses of CONTRACTOR's principal and branch offices. C. Capital Expenses - Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR's capital employed for the Work and charges 1 against CONTRACTOR for delinquent payments. d. Premiums - Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS 1 PAGE 00700-41 e. Negligence - Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to the correction of defective work, disposal of materials or equipment wrongly supplied, and making good any damage to property. f. Other - Other overhead or general expense costs of any kind and the cost of any item not specifically and expressly included in this Article. g. Small Tools - Cost of small tools valued at less than $500 and that remain the property of the CONTRACTOR. h. Administrative Costs - Costs associated with the preparation of Change Orders (whether or not ultimately authorized), cost estimates, or the preparation or filing of claims. i. Anticipated Lost Profits - Expenses of the CONTRACTOR associated with anticipated lost profits or lost revenues, lost income or earnings, lost interest on ' earnings or unpaid retainage. j. Home Office Overhead - Costs derived from the computation of a "home office overhead" rate by application of the Eichleay, Allegheny, Burden Fluctuation, or other similar methods. k. Special Consultants and Attorneys - Costs of special consultants or attorneys, whether or not in the direct employ of the CONTRACTOR, employed for services specifically related to the resolution of a claim, dispute, or other matter relating to the acceptability of the Work. 11.3.9 Contractor's Extra Work Report - In order to be paid for extra work based on time and materials, the CONTRACTOR must submit a daily Extra Work Report on a form provided by the ENGINEER. The form must be completely filled out based on the provisions of this Article and signed by the CONTRACTOR and OWNER at the end of each work day. Failure to complete the form and obtain appropriate signatures by the next working day after the Work was completed will result in CONTRACTOR's costs for extra work being disallowed until such form is completed and agreed to by the ENGINEER. Delay in submitting the form beyond seven (7) days will result in the OWNER's records becoming the official record for payment purposes. 11.4 COSTS RELATING TO WEATHER DAMAGE 1 The CONTRACTOR shall have no claims against the OWNER for damages for any injury to work, materials, or equipment resulting from the weather. If, however, in the opinion of the ENGINEER, the CONTRACTOR has made all reasonable efforts to protect the materials, equipment, and work, then the CONTRACTOR may be granted a reasonable extension of Contract Time to make proper repairs, renewals, and replacements of the Work, materials, or equipment in accordance with Article 12. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-42 S11.5 WRITTEN JUSTIFICATION SUBSTANTIATING ADJUSTMENT 11.5.1 Contractor Initiated Change - Any request by the CONTRACTOR for a change in the Contract Price shall be based on written notice delivered by the CONTRACTOR to the ENGINEER promptly (but in no event later than 7 days) after the start of the occurrence or the event giving rise to the request for adjustment, and stating the general nature of the request, 11.5.2 Cost and Time Notice Requirements - Notice of the amount of the request for adjustment in cost and/or time with supporting data shall be delivered within 14 days after such start of occurrence (unless the ENGINEER allows an additional period of time to ascertain more accurate data in support of the request). 11.5.3 Proposal Form - The CONTRACTOR's proposal shall be on forms acceptable to the ENGINEER. The CONTRACTOR's proposal shall certify in writing that the amounts cover all direct, supplemental, indirect, consequential and cumulative costs and delays, as applicable, and that those costs and delays would be or were necessarily incurred, despite the CONTRACTOR's reasonable and diligent efforts to mitigate them. 1 Mitigation efforts undertaken by the CONTRACTOR should be described. 11.5.4 Proposal Content - Where the change in Contract Price is to be determined on the basis of the "cost of the work involved", the CONTRACTOR's itemized estimates shall detail all applicable elements of cost, including but not limited to, labor man-hours and payroll costs, quantities, crew mixes, production rates, material costs, Subcontractor and Supplier costs, equipment costs, and supplemental costs. Where the change in Contract Price arises from changes in the schedule of all or part of the Work, or where a change in Contract Time is sought, the submittal shall include the analysis required by Article 12. With respect to work during other than normal hours, the labor charges associated with such work shall consist of straight time wages and burden plus the appropriate overtime or shift premium with no additional burden (i.e., fringe benefits) on the premium portion. r11.5.5 Additions and Deletions - The submittal shall cover all aspects of the Work involved, whether relating to deleted, added, revised, or impacted items of work. Amounts for Subcontractors or Suppliers at any tier shall be similarly supported. 11.5.6 Requirements for Valid Proposal - No submittal for an adjustment in Contract Price or Contract Time shall be valid unless submitted in accordance with this Article. 11.5.7 Obligation of Surety - All Work performed hereunder shall be subject to all of the provisions of the Contract Documents and the CONTRACTOR's sureties shall be bound with reference thereto as under the original Agreement. Copies of all amendments to surety bonds or supplemental surety bonds shall be submitted to the OWNER when requested. 1 11.5.8 Documentation - The CONTRACTOR shall comply with the ENGINEER's documentation requirements regarding format and level of detail for the Change Order process. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS ' PAGE 00700-43 ' 11.6 OWNER RIGHT TO DIRECT USE OF COMPETITIVE BID The OWNER reserves the right to direct the CONTRACTOR to solicit competitive bids for additional work. If required by OWNER, the CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of the ENGINEER, which bids will be accepted. j 1 1 1 1 1 r r t CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-44 ' ARTICLE 12 - CHANGE OF CONTRACT TIME ' 12.1 GENERAL 12.1.1 Contractor Request for Time Extension - The Contract Time may only be changed by a Change Order. Any request by the CONTRACTOR for an extension of the Contract Time (or Milestones) shall be based on written notice delivered by the CONTRACTOR to the ENGINEER promptly (but in no event later than 7 days) after the occurrence of the event giving rise to the request and stating the general nature of the �. request, unless otherwise noted. Notice of the extent of the request with supporting data shall be delivered within 14 days after such occurrence (unless the ENGINEER allows an additional period of time to ascertain more accurate data in support of the request) and shall be accompanied by the CONTRACTOR's written statement that the adjustment requested is the entire time adjustment to which the CONTRACTOR has reason to believe it is entitled as a result of the occurrence of said event. An extension in Contract Time does not mean that the CONTRACTOR is due an increase in Contract Price. 12.1.2 Contractor Required Analysis - An extension in Contract Time will not be granted unless the CONTRACTOR can demonstrate through an analysis of the Critical Path Method Progress Schedule that the increases in the time to perform or complete the Work, or specified part of the Work, beyond the corresponding Contract Time(s) arise from unforeseeable causes beyond the control and without the fault or negligence of both the CONTRACTOR and the Subcontractors, Suppliers or other third parties, and that such causes in fact lead to performance or completion of the Work, or specified part in question, beyond the corresponding Contract Time, despite the CONTRACTOR's reasonable and diligent actions to guard against those effects. ' 12.1.3 Owner's Right to Grant Time Extension - The OWNER may elect, at its sole discretion, to grant an extension in Contract Time, without the CONTRACTOR's request, because of delays or other factors. 12.2 TIME IS OF THE ESSENCE With regard to all Contract Milestones and all time limits stated in the Contract Documents, "time is of the essence." 12.3.1 Use of Float and Critical Path - Use of float is in accordance with the General Requirements. ' 12.3.2 Types of Delays Beyond the Contractor 's and Owner's Control - Delays beyond the control of CONTRACTOR shall include, but not be limited to acts or neglect by OWNER, acts or neglect of utility owners, fires, floods, epidemics, inclement weather conditions, labor slowdowns and strikes, or acts of God. The CONTRACTOR must provide to the ENGINEER written notice of the potential delay within 24 hours after the occurrence. ' 12.3.3 Subcontractor Delays Within Contractor Control - Delays attributable to and within the control of Subcontractors or Suppliers shall be deemed to be delays within the control of CONTRACTOR. No time extension will be allowed for such delays. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-45 12.4 TIME ONLY ENTITLEMENT 12.4.1 Entitlement - Where CONTRACTOR is prevented from completing any part of the ' Work within the Contract Time (or Milestones) due to delay to a "critical path" activity beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Time (or Milestones) in an amount equal to the time lost on the critical path of the Project due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. 12.4.2 No Damages - In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier, or any third party, or to any surety, or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or ' within the control of CONTRACTOR, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, inclement weather conditions, acts of God or acts or neglect by utility owners or other CONTRACTORs performing other work as contemplated by Article 7. CONTRACTOR must provide to the ENGINEER written notice of the potential delay within 24 hours after the occurrence. ' 12.5 EXTENSIONS OF TIME FOR DELAY DUE TO WEATHER An inclement weather delay is defined as a delay caused by inclement weather which prevents the CONTRACTOR from working on the critical path item in the CONTRACTOR's construction schedule. Should the CONTRACTOR experience inclement weather delays over the course of Contract duration, the CONTRACTOR shall be granted a time extension in accordance with the provisions outlined in this Article. There will be no additional compensation for rain or any other weather delays. In such situations, the CONTRACTOR may be entitled to time extension and relief from liquidated damages, but no delay costs such as extended overhead, dewatering etc. The CONTRACTOR shall assume the risk for all such costs to be included in the Bid. 1 CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-46 ' ARTICLE 13 - WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK 13.1 TESTS AND INSPECTIONS 13.1.1 Access to Work for Testing and Inspection - The OWNER, its consultants, sub- consultants, representatives and employees of the OWNER, independent testing laboratories and governmental agencies with jurisdictional interests shall have access to the Work at reasonable times for their observation, inspecting and testing. ' CONTRACTOR shall provide proper and safe conditions for such access and advise them of CONTRACTOR's safety procedures and programs so that they may comply. 13.1.2 Cost of Inspection/Notice - The ENGINEER will make, or have made, such inspections and tests as the ENGINEER deems necessary to see that the Work is being accomplished in accordance with the requirements of the Contract Documents. Unless otherwise specified, the cost of such inspection and testing will be borne by the OWNER. In the event such inspections or tests reveal non-compliance with the requirements of the Contract Documents, the CONTRACTOR shall pay the cost of corrective measures deemed necessary by the ENGINEER, as well as the cost of subsequent re-inspection and re-testing. Neither observations by the ENGINEER nor inspections, tests, or approvals by others shall relieve the CONTRACTOR from the CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents. The CONTRACTOR shall give the ENGINEER timely notice as specified in the ' Technical Specification for all required on and off-site inspections, tests, or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. All inspections, tests, or approvals other than those required by Laws or Regulations of any public body having jurisdiction shall be performed by entities acceptable to the ENGINEER. ' The ENGINEER shall provide for the services of an independent testing entity to perform inspections, tests, or approvals required by the Contract Documents unless otherwise specifically provided in the Contract Documents. ' 13.1.3 Right to Stop Work - The ENGINEER has the right to stop or suspend Work which is to be inspected or tested, or which will interfere with the inspection or testing activities, for a reasonable time and the CONTRACTOR shall have no right to additional money or time as a result of the work stoppage. 13.2 CONTRACTOR INSPECTION AND TESTING RESPONSIBILITY 13.2.1 Contractor Responsible -- CONTRACTOR shall be responsible for performance of tests and inspections in accordance with the Technical Specifications. ' 13.2.2 Contractor Pay for Inspections Required by Laws or Regulations - if Laws or Regulations of any public body having jurisdiction require any work to specifically be inspected, tested, or approved, CONTRACTOR shall pay all such costs. 13.2.3 Contractor Pay for Testing Of "Or Approved Equal" — CONTRACTOR shall be responsible for and pay all costs in connection with any inspection or testing required in CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-47 connection with the OWNER's acceptance of a Supplier of materials or equipment proposed as a substitution or "or approved equal" to be incorporated in the Work, or of materials or equipment submitted for review prior to the CONTRACTOR's purchase ' thereof for incorporation in the Work. 13.2.4 Testinglinspection Time In Schedule — CONTRACTOR shall pay all related costs; ' schedule related activities at appropriate times; and secure and furnish for the ENGINEER the required certificates of inspection, testing or approval. Any associated cost and time required by the CONTRACTOR for inspections required under Section 13.2 shall be considered as having been included in the Contract Price and in the CONTRACTOR's schedule for the performance of the Work within the Contract Time. ' 13.3 COVERING WORK TO BE INSPECTED 13.3.1 Covered Work Prior to Inspection Or Testing - If any Work (including the work of others) that is to be inspected, tested, or approved is covered without written concurrence of the ENGINEER, CONTRACTOR shall uncover it when requested by the ENGINEER; pay all direct, indirect, and consequential costs and damages of such uncovering, unless the CONTRACTOR has given to the ENGINEER and governmental agencies timely notice of the CONTRACTOR's intention to cover the same and the ENGINEER has not acted with reasonable promptness in response to such notice. 13.3.2 Covered Work Contrary To Written Request - If any Work is covered contrary to the written request of the ENGINEER, CONTRACTOR shall uncover when requested by the ENGINEER, for the ENGINEER's observation and recovered and pay all direct, ' indirect, and consequential costs and damages of such uncovering. 13.3.3 Engineer Right to Direct That Work Be Uncovered for Inspection Or Testing ' a. If the ENGINEER considers it necessary or advisable that covered work be observed by the ENGINEER or inspected or tested by others, at the ENGINEER's request, CONTRACTOR shall uncover, expose, or otherwise make available for observation, inspection, or testing as the ENGINEER may require, that portion of the Work in question. CONTRACTOR shall furnish all necessary labor, material, and equipment necessary to do so. b. If it is found that such Work is defective, CONTRACTOR shall pay all direct, ' indirect, and consequential costs and damages of such uncovering, exposure, observation, inspection, testing, and of satisfactory reconstruction, including but not limited to fees and charges of ENGINEERs, architects, attorneys, and other professionals. However, if such Work is not found to be defective, the ' CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, and reconstruction based on the time ' and materials provisions as outlined in Article 11. 13.4 OWNER MAY STOP THE WORK ' If the ENGINEER determines that the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in ' such a way that the completed Work will conform to the Contract Documents, OWNER may CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS ' PAGE 00700-48 order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.5 CORRECTION OR REMOVAL OF DEFECTIVE WORK 13.5.1 Promptly after receipt of notice from the ENGINEER, CONTRACTOR shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by ENGINEER, remove it from the Project and replace it with Work that is not defective. CONTRACTOR shall pay all claims, costs, losses, and damages ' (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.5.2 When correcting defective Work under the terms of this Paragraph 13.5 or Paragraph 13.6, CONTRACTOR shall take no action that would void or otherwise impair OWNER's special warranty and guarantee, if any, on said Work. 13.6 CORRECTION PERIOD 13.6.1 If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for CONTRACTOR's use by OWNER or permitted by Laws and ' Regulations as contemplated in Article 6 is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: 1 1. repair such defective land or areas; or 2. correct such defective Work; or ' 3. if the defective Work has been rejected by OWNER, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. ' 13.6.2 If CONTRACTOR does not promptly comply with the terms of OWNER's written instructions, or in an emergency where delay would cause serious risk of injury, loss or damage, OWNER may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of ' or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) shall be paid by CONTRACTOR. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS 1 PAGE 00700-49 13.6.3 In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. 13.6.4 Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.6, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily complet- ed. 13.6.5 CONTRACTOR's obligations under this Paragraph 13.6 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.6 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 13.7 WARRANTY AND GUARANTEE 13.7.1 General - The CONTRACTOR warrants and guarantees to the OWNER that all Work will be in accordance with the Contract Documents and will not be defective. Prompt notice of defects known to the OWNER shall be given to the CONTRACTOR. All defective work, whether or not in place, may be rejected, corrected, or accepted as 1 provided in this Article 13. Defective Work may be rejected even if approved by prior inspection. 13.7.2 One Year Warranty Period - The Warranty Period shall commence when the Notice of Completion or Certificate of Substantial Completion is issued, and, when Notice of Beneficial Occupancy, or Notice of Partial Utilization of the Work has been issued, and, Project start-up and operation has been established, whichever is later, or on a later ' date if so specified in the Contract, or mutually agreed to, and shall end one (1) year after that date or whatever longer period may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee or specific provision of the Contract Documents. 13.7.3 Correction of Defective Work - If, within the Warranty Period or such longer period as may be required by Laws or Regulations, the Work, or any part of the Work, is determined to be defective, CONTRACTOR shall promptly, without an adjustment in Contract Price and without any further payment by OWNER for the repair or ' replacement of the defective work, and in accordance with the OWNER's written instructions, either correct that defective work, or if it has been rejected by the OWNER, remove it from the site and replace it with non-defective work. If ' circumstances warrant it, including but not limited to in an emergency, the OWNER may have the defective work corrected or the rejected work removed and replaced. In that event, the CONTRACTOR shall not be allowed to recover any associated costs, and CONTRACTOR shall reimburse the OWNER for all direct, indirect and ' consequential casts of the OWNER, and the OWNER shall be entitled to a deductive Change Order, to withhold a set-off against amount recommended for payment, or make a claim on the CONTRACTOR's Performance Bond if the CONTRACTOR has been paid in full. Where defective work (and damage to other work resulting from it) has been corrected, removed or replaced during the warranty period, the one year warranty period with respect to such work shall be extended for an additional period of CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS 1 PAGE 00700-50 ' one year after such correction or removal and replacement has been satisfactorily completed. 13.7.4 Early Completion - The one year warranty period shall not begin until all items under Section 13.7.2 have been established. If the CONTRACTOR completes the Work or portions thereof prior to this time, CONTRACTOR shall preserve the equipment by developing and implementing a preventive maintenance program in compliance with manufacturer's recommendations to maintain the equipment. At start-up, CONTRACTOR shall get early completed equipment ready to be put into service. The preventive maintenance program shall be performed by CONTRACTOR at no additional cost to the OWNER. ' 13.8 EXTENDED WARRANTIES AND GUARANTEES The OWNER may in its sole discretion extend the one year warranty period, in which case the CONTRACTOR shall maintain the warranties and guarantees. If such extension of the one year warranty period causes an increase in the cost of the warranties and guarantees provided by the CONTRACTOR, an adjustment in Contract Price shall be made as provided in Article �1. 1 � r 1 1 1 r r 1 1 f r CITY OF SAN JUAN CAPIS7AAN0 GENERAL CONDITIONS ' PAGE 00700-51 ARTICLE 14- PAYMENTS TO CONTRACTOR AND COMPLETION 14.1 BASIS FOR PAYMENT The Schedule of Values established as provided in Article 2 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.2 PAYMENT 14.2.1 Wasted Or Rejected Material - Payment shall not be made for materials wasted or ' disposed of in a manner not called for in the Contract Documents. This includes rejected material not unloaded from vehicles, material rejected after it has been placed and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess materials. 14.2.2 Contractor Retains Ownership - Payment shall not relieve the CONTRACTOR from its obligations under the Contract and such payment shall not be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the OWNER. Responsibility of ownership shall remain with the CONTRACTOR who shall be obligated to store, protect, repair, replace, rebuild or otherwise restore any fully or partially completed work or structure for which payment has been made or replace any materials or equipment required to be provided under the Contract Documents which may be damaged lost, stolen or otherwise degraded in any way prior to final acceptance of the Work. 14.2.3 Payment Does Not Affect Warranty - Guarantee and warranty periods shall not be ' affected by any payment but shall commence as described in Section 13.6. 14.2.4 Stop Notice - If, within the time fixed by law, a properly executed stop notice is filed with the OWNER, due to the CONTRACTOR's failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the CONTRACTOR in accordance with Laws and Regulations. 14.3 APPLICATION FOR PROGRESS PAYMENT ' 14.3.1 Payment Due Date - Within seven days prior to the payment application date designated by the ENGINEER, CONTRACTOR shall submit to the ENGINEER for review an Application for Payment filled out and signed by the CONTRACTOR covering the Work completed as of the date of the application and accompanied by such supporting documentation as is required by the General Requirements. ' 14.3.2 Payment Application Content - The Application for Progress Payment shall identify, as a sub-total, the amount of the CONTRACTOR's Total Earnings to Date, plus the Value of Materials Stored at the Site which have not yet been incorporated in the Work, less a deductive adjustment for materials previously paid for by the OWNER. Payment for such material shall not be construed as acceptance of the material. 14.3.3 Net Payment - The net payment due to the CONTRACTOR shall be the above- mentioned subtotal from which shall be deducted retainage, the total amount of all CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-52 i previous payments made to the CONTRACTOR, and amounts subject to stop notices or liquidated damages. 14.3.4 Retention - The amount of retainage with respect to progress payments will be 10%. 14.3.5 Retainage From Payments - The CONTRACTOR may elect to receive 100% of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the OWNER, by depositing securities of equivalent value with the OWNER in accordance with the provisions of Section 22300 of the Public Contract Code. Such securities, if deposited by the CONTRACTOR, shall be valued by the OWNER, whose decision on valuation of the securities shall be final. Securities eligible under this provision shall be limited to those listed in Section 16430 of the ' Government Code, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the CONTRACTOR and the OWNER. To receive full payment without retentions, CONTRACTOR shall fully comply with all of the provisions of the above referred Code sections. 14.3.6 Products Stored On and Off Site - Storage and payment for material supplies and equipment which will be incorporated into the Work shall be in accordance with the provisions of the General Requirements. 14.4 CONTRACTOR'S WARRANTY OF TITLE The CONTRACTOR warrants and guarantees that title to all work, materials, and equipment covered by an Application for Payment, whether incorporated in the Work or not, will pass to the OWNER at the time of final payment free and clear of all liens and encumbrances. 14.5 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENT 14.5.1 Review of Application For Payment 14.5.1.1 The ENGINEER will, within 20 days after receipt of each Application for Payment, either approve payment of the Application, or return the Application to the CONTRACTOR indicating in writing reasons for refusing to approve payment. 14.5.1.2 ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER's observations on the Site of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, information and belief: ' a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifica- CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-53 rtions for Unit Price Work, and to any other qualifications stated in the recommendation); and L c. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled in so far as it is ENGINEER's responsibility to observe the Work. 14.5.1.3 By recommending any such payment ENGINEER will not thereby be deemed to have represented that: ra. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsi- bilities specifically assigned to ENGINEER in the Contract Documents; or b. that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 14.5.1.4 Neither ENGINEER's review of CONTRACTOR's Work for the purposes of recommending payments nor ENGINEER's recommendation of any payment, including final payment, will impose responsibility on ENGINEER: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for CONTRACTOR's failure to comply with Laws and Regulations applicable to CONTRACTOR's performance of the Work, or d. to make any examination to ascertain how or for what purposes CONTRACTOR has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to OWNER free and clear of any liens and encumbrances. 14.5.2 Dispute Process - In the case that the ENGINEER returns the Application for Payment to the CONTRACTOR indicating in writing reasons for refusing to approve payment, the CONTRACTOR may make the necessary corrections and resubmit the Application. If the OWNER stili disagrees with a portion of the application, the undisputed portion of ' the Application will be paid to the CONTRACTOR and reasons provided for non- payment of the disputed amount. 14.5,3 Payment Due - Thirty (30) days after receipt of the Application for Payment the amount approved will become due and when due will be paid by the OWNER to the CONTRACTOR. r t CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-54 14.5.4 Reduction in Payment — OWNER may refuse to make payment of the full amount recommended by ENGINEER because: a. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work; b. there are other items entitling OWNER to a set-off against the amount recommended; or c. OWNER has actual knowledge of the occurrence of any of the events ' enumerated in Paragraph 14.6 or Paragraph 15.3. If OWNER refuses to make payment of the full amount recommended by ENGINEER, OWNER shall give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR any amount remaining after deduction of the amount so withheld. OWNER shall promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action. If it is subsequently determined that OWNER's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.5.3. 14.6 REJECT PAYMENT FOR DEFECTIVE WORK The ENGINEER may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in the ENGINEER's opinion to protect OWNER from loss because: a. The work is defective, or completed work has been damaged requiring correction or replacement, Mb. The Contract Price has been reduced by written amendment or Change Order, C. The OWNER has been required to correct defective work or complete work in accordance with Article 13. d. The OWNER has actual knowledge of the occurrence of any of the events enumerated in Article 15. 14.7 REJECTION OF PAYMENT BY OWNER The OWNER may refuse to make payment of the full amount because claims have been made against the OWNER because of the CONTRACTOR's performance of the Work or stop notices have been filed in connection with the Work or there are other items entitling the OWNER to a credit against the amount recommended. ' 14.8 SUBSTANTIAL COMPLETION 14.8.1 Contractor Notification - When the CONTRACTOR considers the Work ready for its intended use, it shall notify the ENGINEER in writing that the Work is substantially CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-55 Ncomplete. CONTRACTOR shall attach to such notice a list of all work items that remain to be completed. 14.8.2 Inspection - Within a reasonable time thereafter, the ENGINEER and the CONTRACTOR shall make an inspection of the Work to determine the status of completion. 14.8.3 Notice of No Substantial Completion - If the ENGINEER does not consider the Work substantially complete, or the list of remaining Work items to be comprehensive, the ENGINEER will so notify the CONTRACTOR in writing giving the reasons therefor. 14.8.4 Notice of Substantial Completion - If the ENGINEER considers the Work substantially complete, the ENGINEER will prepare a Notice of Substantial Completion. 14.8.5 Right to Exclude Contractor - The OWNER shall have the right to exclude the 1 CONTRACTOR from the Work after the date of Substantial Completion, but the OWNER shall allow the CONTRACTOR reasonable access to complete or correct items on the list of remaining Work items, or for warranty Work. 14.9 PARTIAL UTILIZATION AND BENEFICIAL OCCUPANCY 14.9.1 Partial Utilization - The OWNER shall have the right to utilize or place into service any item of equipment or other usable portion of the Work which is substantially complete prior to completion of all of the Work. Whenever the OWNER plans to exercise said right, the CONTRACTOR will be notified in writing with a Notice of Partial Utilization signed by the OWNER identifying the specific portions of the Work to be so utilized or otherwise placed into service. ' 14.9.2 Beneficial Occupancy - The OWNER shall have the right to take control of the entire Work if it is substantially completed. Whenever the OWNER plans to exercise said right, it will notify the CONTRACTOR in writing with a Notice of Beneficial Occupancy. 14.9.3 Responsibility For Care and Maintenance - Until Notice of Beneficial Occupancy or Notice of Partial Utilization is issued or Project start-up begins, all responsibility for care and maintenance of all of the Work shall be the responsibility of the CONTRACTOR. Upon issuance of said written Notice of Beneficial Occupancy or Notice of Partial Utilization the OWNER will accept responsibility for the protection and maintenance of all such items or portions of the Work described in the written notice. 14.9.4 Contractor Responsible for Completion - The CONTRACTOR shall remain fully responsible to satisfactorily complete the Work, regardless of whether a portion thereof has been partially utilized by the OWNER. 14.10 FINAL INSPECTION Upon written notice from the CONTRACTOR that the entire Work or an agreed portion thereof is complete, the ENGINEER will make a final inspection with the CONTRACTOR and will notify the CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or detective. The CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-56 14.11 FINAL APPLICATION FOR PAYMENT After the CONTRACTOR has completed all of the remaining Work items referred to in Article 14, removed all temporary structures and utilities, cleared the site, delivered all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, marked-up record documents and other documents, all as required by the Contract Documents, the CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied by all documentation called for in the Contract Documents, together with complete and legally effective releases or waivers satisfactory to the OWNER of all stop notices arising out of or filed in connection with the Work. If the CONTRACTOR has specific claims outstanding, restate these claims by stating the nature of the claim, the basis for entitlement and the estimated value of the claim. Specifically release the OWNER from any other claims not renewed. 14.12 FINAL PAYMENT AND ACCEPTANCE 14.12.1 Acceptance - If, on the basis of the ENGINEER's observation of the Work during construction and final inspection, and the ENGINEER's review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, the ENGINEER is satisfied that the Work has been completed and the CONTRACTOR's other obligations under the Contract Documents have been fulfilled, the ENGINEER will, within 14 days after receipt of the final Application for Payment, authorize payment. 14.12.2 Final Payment - After acceptance of the Work by the OWNER, the OWNER will make final payment to the CONTRACTOR of the amount remaining after deducting all prior payments and all amounts to be kept or retained under the provisions of the Contract Documents. I14.13 PARTIAL RELEASE OF RETENTION AT SUBSTANTIAL COMPLETION If, through no fault of the CONTRACTOR, final completion of the Work is significantly delayed, the OWNER shall, upon receipt of the CONTRACTOR's final Application for Payment and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by the OWNER for Work not fully completed or corrected is less that the retainage, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the CONTRACTOR to the ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 14.14 WAIVER OF CLAIMS The making and acceptance of final payment constitutes a waiver of all claims by the OWNER against the CONTRACTOR, except claims arising from unreleased stop notices, from defective work appearing after final inspection pursuant to Article 14, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, from any warranties or guarantees or from the CONTRACTOR's continuing obligations under the Contract Documents. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-57 14.15 RELEASE OF RETAINAGE AND OTHER DEDUCTIONS The OWNER will release to the CONTRACTOR in accordance with Laws and Regulations, the retainage funds withheld pursuant to the Contract, less any deductions to cover pending third party claims against the OWNER. 14.16 CONTRACTOR'S CONTINUING OBLIGATION The CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither recommendation of any progress or final payment by the ENGINEER, nor the issuance of a Notice of Completion, nor any payment by the OWNER to the CONTRACTOR under the Contract Documents, nor any use or occupancy of the Work or any part it by the OWNER, nor any act of acceptance by the OWNER nor any failure to do so, nor any review of a Shop Drawing or sample submittal, constitutes an acceptance of work not in accordance with the Contract Documents or a release of the CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents. 14.17 TERMINATION OF LIABILITY OF OWNER The acceptance by the CONTRACTOR of the final payment referred to in Section 14.12 shall constitute a release of the OWNER, its officials, employees and agents from all claims of liability to the CONTRACTOR for anything done or furnished for, or relating to, the Work or for any act or neglect of the OWNER or of any person relating to or affecting the Work, except demands against the OWNER for the remainder, if any, of the amounts kept or retained under the provisions of Article 14 and excepting pending claims with the final Application for Payment. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-58 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.1 SUSPENSION OF WORK BY OWNER The OWNER may, at any time and without cause, Y suspend the Work or an portion of it for a P period of not more than 90 days by notice in writing to the CONTRACTOR. The CONTRACTOR shall resume the Work on receipt from the ENGINEER of a Notice of Resumption of Work. The CONTRACTOR may submit a request for a change in the Contract Price or of the Contract Time, or both, directly attributable to the suspension as provided in Articles 11 and 12. 15.2 ARCHAEOLOGICAL AND PALEONTOLOGICAL DISCOVERIES 15.2.1 Suspension of Work - If a discovery is made of archaeological or paleontological interest, CONTRACTOR shall immediately cease operations in the area of the discovery and shall not continue until so ordered by the ENGINEER. This suspension of work may exceed the 90 day limit without creating a right of CONTRACTOR to terminate the Contract. When resumed, operations within the area of the discovery shall be as directed by the ENGINEER. 15.2.2 Types of Discoveries - Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, fossils or any item with cultural significance. 15.2.3 Time Extension - The CONTRACTOR shall be entitled to an extension of time and compensation in accordance with the provisions of the Contract Documents. 15.3 TERMINATION OF AGREEMENT BY OWNER FOR CAUSE 15.3.1 Notice of Intent To Terminate - In the event of default by the CONTRACTOR, the OWNER shall give 14 days written notice to the CONTRACTOR of OWNER's intent to terminate the Contract and provide to the CONTRACTOR an opportunity to remedy the conditions constituting the default within the time specified in the written notice. 15.3.2 Contractor Default - It shall be considered a default by the CONTRACTOR when CONTRACTOR: a. files a petition for bankruptcy, becomes insolvent, assigns its assets for the benefit of its creditors, or is unable to pay debts as they become due; b. fails to provide materials or workmanship meeting the requirements of the Contract Documents, and fails to correct the defective work as required by Article 13; C. disregards or violates provisions of the Contract Documents or OWNER's supplemental instructions; d. fails to perform the Work according to the approved progress schedule; e. fails to provide a qualified superintendent, competent workmen, or materials or equipment meeting the requirements of the Contract Documents; CIT/OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-59 f. fails to meet Contract Milestones; g. disregards Laws or Regulations of any public agency having jurisdiction; or h. commits continuous or repeated serious violations of approved or legislated safety plan requirements. 15.3.3 Failure to Remedy - If the CONTRACTOR fails to remedy the conditions constituting default within the time specified in OWNER's written notice, the OWNER may then issue the Notice of Termination. 15.3.4 Owner's Rights - In the event the Contract is terminated in accordance with Article 15, the OWNER may take possession of the Work and may complete the Work by whatever method or means the OWNER may select. The cost of completing the Work shall be deducted from the balance which would have been due the CONTRACTOR had the Contract not been terminated and the Work completed in accordance with the Contract Documents. If such cost exceeds the balance which would have been due, the CONTRACTOR shall pay the excess amount to the OWNER. If such cost is less than the balance which would have been due, the CONTRACTOR shall not have claim to the difference. 15.4 RIGHTS OF OWNER PRESERVED Where the CONTRACTOR's services have been so terminated by the OWNER, the termination will not affect any rights or remedies of the OWNER against the CONTRACTOR then existing or which may thereafter accrue. Any retention of payment of moneys due to CONTRACTOR by the OWNER will not release the CONTRACTOR from liability. 15.5 TERMINATION OF AGREEMENT BY CONTRACTOR The CONTRACTOR may terminate the Contract by giving ten (10) days written notice to the OWNER whenever: 15.5.1 Work Suspended for More than 90 Days - The Work has been suspended under the provisions of Article 15 for more than 90 consecutive days through no fault or negligence of the CONTRACTOR, and notice to resume work or to terminate the Contract has not been received from the OWNER within this time period; or, 15.5.2 Failure To Pay - If OWNER fails to pay the CONTRACTOR any monies due to the CONTRACTOR in accordance with the terms of the Contract Documents within 40 days after presentation to the ENGINEER by the CONTRACTOR of a request therefor, unless within said 10-day period the OWNER shall have remedied the condition upon which the payment delay was based. 15.5.3 Claims - In the event of such termination, the CONTRACTOR shall have no claims against the OWNER except for those claims specifically enumerated in Article 15. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-60 ARTICLE 16 - DISPUTES 16.1 GENERAL All claims, counterclaims, disputes, and other matters in questions arising under, or relating to, the Contract Documents or the breach thereof shall be processed in accordance with the provisions of this Article and are subject to audit by the OWNER in accordance with Article 17. 16.2 REQUESTS FOR CHANGE 16.2.1 Contractor 's Right To Request a Change - In accordance with Article 11 and Article 12, the CONTRACTOR may request a change in the Contract Price or an extension of the Contract Time. Such a request shall be in writing, and shall be delivered to the ENGINEER within the time periods specified in Article 11 and Article 12. 16.2.2 Initial Determination - The ENGINEER shall make an initial determination on the CONTRACTOR's request, in writing, within 30 days after receipt of the requested supporting data. 16.2.3 Contractor Appeal - If the CONTRACTOR disagrees with the ENGINEER's initial determination, the CONTRACTOR may request a final determination from the ENGINEER. Such a request shall be in writing, and shall be delivered within 30 days after receipt of the ENGINEER's initial determination. 16.2.4 Final Determination - The ENGINEER shall make a final written determination within 30 days after receipt of the CONTRACTOR's written request for a final determination. 16.2.5 Claim - If the CONTRACTOR disagrees with the ENGINEER's final determination, the CONTRACTOR may file a claim with the OWNER in accordance with the procedures outlined below. 16.2.6 Waiver of Rights - Failure of the CONTRACTOR to notify the ENGINEER and deliver supporting data in accordance with the time periods outlined in Article 11 and Article 12, or failure to respond to the ENGINEER's initial determination within the time period outlined in this Paragraph shall be deemed to be a waiver of objection or right to further claim of that matter. 16.3 CLAIMS 16.3.1 Definition of Claim - A claim means a written demand by the CONTRACTOR seeking an adjustment in Contract Price and payment of monies due; an extension or shortening in Contract Time; or relief arising under or relating to the Contract following denial of a request for change under Section 16.2. A written demand by the CONTRACTOR seeking the payment of money or an extension of time is not a claim under this Article until certified as required below. A voucher, invoice, or other routine request for payment that is not in dispute when submitted is not a claim under this Article. 1 16.3.2 Claim Arising Under The Contract - Any claim that can be resolved under a provision in the Contract Documents that provides for or excludes the relief sought by the i CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-61 ' claimant. Such claims shall be resolved under the applicable provisions of the Contract Documents. 16.3.3 Period of Claim - For any claim under this Article to be valid, it shall be based upon written notice delivered by the CONTRACTOR to the OWNER promptly, but in no event later than 30 days after receipt of the ENGINEER's final determination as outlined in Section 16.2. The responsibility to substantiate claims shall rest with the party making the claim. 16.3.4 Claim Certification Requirements - For CONTRACTOR's claims seeking an increase in Contract Price or Contract Time, the CONTRACTOR shall submit with the claim a declaration under penalty of perjury certifying that: a. Claim Made in Good Faith - The claim is made in good faith, and the amount claimed accurately reflects the adjustments in Contract Price or Contract Time which the CONTRACTOR believes is due, and covers all direct, supplemental, indirect, consequential, serial and cumulative costs and delays to which the CONTRACTOR is entitled as a result of the occurrence of the claimed event; b. Cost and Pricing Data - Supporting cost and pricing data are current, accurate, complete and represent the best of the CONTRACTOR's knowledge and belief; and, C. CONTRACTOR's Agent - If the CONTRACTOR is an individual, the declaration shall be executed by that individual; if the CONTRACTOR is not an individual, the declaration shall be executed by an authorized officer or general partner of the CONTRACTOR. 16.3.5 Progress Schedule Analysis - All claims for time shall be supported by an analysis of the CPM progress schedule detailing the impact of the claimed work on specific impacted schedule activities. 16.4 CLAIM RESOLUTION PROCESS 16.4.1 OWNER Written Determination - The ENGINEER shall make a written determination within 30 days after receipt of the CONTRACTOR's claim and supporting data. The ENGINEER's determination shall be final and binding on the CONTRACTOR unless within 30 days of the ENGINEER's written determination, CONTRACTOR gives a written request to the OWNER to have the claim submitted for binding arbitration or gives written notice to the OWNER of CONTRACTOR's intent to submit the Claim to a court of competent jurisdiction. 16.4.2 CONTRACTOR Obligation to Proceed - Pending final resolution of any claim, including litigation, the CONTRACTOR shall proceed diligently with performance of the Work, and comply with any direction of the OWNER. 16.5 VENUE 16.5.1 State of California - The CONTRACTOR, any Subcontractor, Supplier and any other person or organization performing any part of Work, by performing Work or supplying materials to the Project, shall submit to the jurisdiction of the courts of the State of CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-62 ' California, San Bernardino County, regardless of residence or domicile, with respect to any actions or suits at law or in equity arising under or related to the bidding, award or performance of the Work. 16.5.2 County Where OWNER's Headquarters Located - The CONTRACTOR, any Subcontractor, Supplier or any other person or entity shall not commence any action, other than in the County of Orange, State of California, against the OWNER, or any of its consultants, and any of their respective directors, officers, employees, representatives or agents, with regard to any matter whatsoever arising out of or 1 relating to the validity, construction, or interpretation of the Contract. j r CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-63 ARTICLE 17 - MISCELLANEOUS ' 17.1 CUMULATIVE REMEDIES The duties and obligations imposed by these General Conditions and the rights and remedies available to the parties, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon the CONTRACTOR by the General Conditions and all of the rights and remedies available to OWNER are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this Section shall be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. 17.2 TITLE TO MATERIALS FOUND ON SITE iThe OWNER reserves the right to retain title to all soils, stone, sand, gravel, and other materials developed and obtained from excavations and other operations connected with the Work. Unless otherwise specified in the Contract Documents, neither the CONTRACTOR nor any Subcontractor shall have any right, title, or interest in or to any such materials. The CONTRACTOR will be permitted to use in the Work without charge any such materials which meet the requirements of the Contract Documents. 17.3 RIGHT TO AUDIT 17.3.1 OWNER's Right - If the CONTRACTOR submits a claim or Change Order to the OWNER for additional compensation, the OWNER shall have the right, as a condition to considering the claim and as a basis for evaluation of the claim and until the claim has been settled, to audit the CONTRACTOR's books to the extent they are relevant. 17.3.2 Right Includes - The right to audit shall include the right to examine and photocopy books, records, documents, and other evidence and accounting procedures and practices, sufficient to discover and verify all direct and indirect costs of whatever nature claimed to have been incurred or anticipated to be incurred and for which the claim has been submitted. 17.3.3 Right to Inspect Plans - The right to audit shall include the right to inspect the CONTRACTOR's plans as may be or have been utilized in the performance of the Work. 17.3.4 Extends to Subcontracts - The right to audit encompasses all subcontracts and is binding upon Subcontractors. The rights to examine and inspect shall be exercisable through such representatives as the OWNER deems desirable during normal business hours. 17.3.5 Accounting Records — The CONTRACTOR shall make available to the OWNER for auditing all relevant accounting records an documents and other financial data and, jupon request, submit copies of requested records to the OWNER. CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS PAGE 00700-64 17.4 NOT A LIMIT ON RIGHTS OR REMEDIES The duties, obligations, criteria or procedures imposed by these General Conditions ' and the rights and remedies made available are in addition to, and are not to be construed in any way as a limitation of any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations. 17.5 LIQUIDATED DAMAGES OWNER and CONTRACTOR recognize that time is of the essence for this Work and that damage will be sustained by the OWNER if the Work is not completed within the time limit or extended time limit set forth in the Contract Documents. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the OWNER if the Work is not completed on time. Accordingly, instead of requiring such proof, the OWNER and CONTRACTOR agree that, in the event the CONTRACTOR fails to complete the Work within the time limit set forth in the Contract Documents, the CONTRACTOR shall pay the OWNER liquidated damages at the rate of $750 per day (Saturdays, Sundays, and holidays included) until the Work is satisfactorily completed as provided by the Contract Documents, notwithstanding anything to the contrary in the Standard Specifications. END OF SECTION CITY OF SAN JUAN CAPISTRANO GENERAL CONDITIONS ' PAGE 00700-65 ! SECTION 00800 SUPPLEMENTARY CONDITIONS AMENDMENTS TO STANDARD GENERAL CONDITIONS ! These Supplementary Conditions amend or supplement the "General Conditions" of the Contract (Section 00700) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLE 6— CONTRACTOR'S RESPONSIBILITIES ! Add the following sub-sections to Article 6 of the General Conditions, Paragraph numbers as shown: 6.19.4 Equipment Data. The CONTRACTOR shall submit complete technical and catalog data for every item of mechanical and electrical equipment and machinery to be incorporated ' in the Work, including components thereof. Submittal copies shall be bound, indexed, and contain information as required in Articles 6.19 and 6.20 for submittal of materials lists and shall further include specific information on performance and operating curves and data, ratings, capacities, characteristics, efficiencies, and other data to fully illustrate and describe the items as may be specified or required for approval. Data shall be submitted in sets covering complete systems or functioning units. Unless otherwise ' specified, each initial submittal shall include six bound copies, three of which will be returned to the CONTRACTOR marked to show the required corrections or approval. 6.19.5 Instruction Manuals. The CONTRACTOR shall obtain data from the various manufacturers and submit to OWNER instruction manuals covering all mechanical equipment and machinery installed in the Work. 1 Contents. Each manual shall have an index listing the contents. Information in ' the manuals shall include not less than (a) general, introduction and overall equipment description, purpose, functions, and simplified theory of operation, (b) specifications, (c) installation instructions, procedures, sequences, and ! precautions, including tolerances for level, horizontal, and vertical alignment, (d) grouting requirements including grout spaces and materials, (e) list showing lubricants for each item of mechanical equipment, approximate quantities needed per year, and recommended lubrication intervals; where possible, types of lubricants shall be consolidated with equipment manufacturers' approval to minimize the number of different lubricants required for plant maintenance, (f) start up and beginning operation procedures, (g) operational procedures, (h) shut down procedures, (i) short and long term inactivation procedures, Q) maintenance, calibration, and repair instruction, (k) parts lists ' and spare parts recommendations, (1) lists of all special tools, instruments, accessories, and special lifting and handling devices required for periodic maintenance, repair, adjustment, and calibration, and (m) other information as may be specified or required for approval. CSJC—Eastern Wells 16-inch Water Pipeline SUPPLEMENTARY CONDITIONS PAGE 00800- 1 t2 Format and Organization. ' a. CONTRACTOR shall use drawings and pictorials to illustrate the printed text as necessary to fully present the information. b. Where information covers a family of similar Items of equipment, CONTRACTOR shall identify the applicable portions by heavy weighted arrows, boxes or circles, or strike-out the inapplicable information. Non- conforming data are not acceptable and will be returned for rework and resubmittal. C. CONTRACTOR shall incorporate into books all Manufacturers' Equipment Manuals including those specified in pertinent Sections of the Specifications. These books shall be organized by Equipment Class in 1 same manner and sequence as the Specifications, i.e. Mechanical, Electrical, Instrumentation, etc. Book size and quantity shall be sufficient for inclusion of all data, and be of type and quality hereinafter specified in Article 6.19. d. Within each book of manuals, CONTRACTOR shall provide a Table of Contents for that book. If more than one book is necessary for a Class of Equipment, it shall place a complete Table of Contents for that Class of Equipment within each book of that Class. e. In addition, an overall Index of Contents shall be prepared in ten sets and ' submitted separately to the OWNER for its insertion in its Operation and Maintenance Manuals. f. When a manufacturer's manual exceeds one inch in thickness and is Bound, as specified in Article 6.19 and 6.20, it need not be rebound within another book. The Overall Index shall refer to it by title and indicate that it is bound separately. 3 Manual Binding. a. CONTRACTOR shall bind all books in sturdy hard covers fastened to ' provide full view of contents on each page, and ease of making content additions or replacements. No book shall be more than four inches thick. Manuals less than one inch thick shall be bound in substantial three-ring ' loose leaf binders; others shall have covers secured by operable locking- bars to permit full view opening with contents bound by hinged interfacing pairs of three-ring binding posts, Model S70468-12 by McBee, Springfield, MO., or Model 745483 by Inter-City, St. Louis, Mo., or equal. b. CONTRACTOR shall permanently label face of cover and bound edge of each book "MANUFACTURERS' INSTRUCTION MANUAL," and indicate Class of Equipment, i.e., Mechanical, Electrical, Instrumentation, etc. or name specific equipment if a single unit is contained therein. Where more than one book is needed for a Class of Equipment or a single specific equipment unit, CONTRACTOR shall number books consecutively BOOK I, BOOK II, etc. C. If more than one Class of Equipment is contained in a book, CONTRACTOR shall separate each class with a tabbed stiff divider insert page- d. Prior to purchase or delivery, CONTRACTOR shall submit samples of ' each intended type of binder and obtain approval from the OWNER. CSJC—Eastern Wells 16-inch Water Pipeline SUPPLEMENTARY CONDITIONS PAGE 00800-2 4 Manual Submittals. Submittals shall include two (2) copies of each manual, one of which will be returned to the CONTRACTOR marked to show the ' required corrections or approval. When approved, the CONTRACTOR shall deliver ten (10) copies to the OWNER unless otherwise specified in writing. 6.19.6 Manufacturers' Instructions. In addition to the instructions submitted under these supplementary conditions, the CONTRACTOR shall submit manufacturers' instructions to the extent specified or requested by the OWNER for its determination of their adequacy and approval. When approved, the CONTRACTOR shall distribute copies to all those involved with the instructions. ' END OF SECTION 1 1 1 CSJC—Eastern Wells 16-inch Water Pipeline SUPPLEMENTARY CONDITIONS PAGE 00800-3 CITY OF SAN JUAN CAPISTRANO CI P#08802 EASTERN WELLS 16-INCH WATER PIPELINE TABLE OF CONTENTS rTECHNICAL SPECIFICATIONS Section Description 01010 Summary of Work ' 01015 General Provisions 01030 Measurement and Payment 01035 Mobilization and Demobilization 01045 Existing Facilities 01300 Submittals 01340 Shop Drawings and Materials Submittals 01400 Quality Control 01710 Clean-Up 01610 Transportation of Materials 01720 Record Documents 02200 Structure Earthwork 02223 Trenching, Backfilling, and Compacting 02315 Jacked Casing 02461 Asphalt Pavement 03300 Concrete 03305 Concrete Paving 03462 Precast Concrete Vaults 09900 Painting and Coating 15041 Chlorination of Water Mains and Services for Disinfection 15042 Hydrostatic Testing of Pressure Pipelines 15052 Exposed Piping Installation 15056 Ductile-Iron Pipe and Fittings ' 15057 Copper, Brass, and Bronze Pipe, Fittings and Appurtenances 15064 PVC Pressure Distribution Pipe 15089 Combination Air Release and Vacuum Relief Valve Assembly 15096 Wall Pipes, Floor Pipes, and Pipe Sleeves 15100 Manual Valves 15151 Domestic & Recycled Water Identification EASTERN WELLS 16-INCH 1 TS-TOC ' WATER PIPELINE SECTION 01010 SUMMARY OF THE WORK PART 1 - GENERAL ' A. WORK UNDER THIS CONTRACT AGREEMENT The Work to be performed under this Contract shall consist of fumishing all tools, ' equipment, materials, supplies, and manufactured articles; and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications; and performing all work, or other operations required for the fulfillment of the Contract in strict compliance with the Contract Documents. The Work shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the Work in good faith shall be provided by the CONTRACTOR as though originally so indicated, at no increase in cost to the OWNER. B. DESCRIPTION OF WORK iThe Eastern Wells 16-inch Well Water Pipeline, as per plans and this specification, provides for the following: ' 1. Demolition of, but not limited to the following: a. Removal of existing 8-inch Tirador Well raw water line from the Groundwater Recovery Plant to the east side of the OCTA right-of-way. b. Removal and replacement of existing interfering portions of the Groundwater Recovery Plant piping per plans ' c. Abandoning in place of the existing 8-inch raw water line and 18-inch potable water line associated with the Interstate 5 crossing. ' 2. Construction of, but not limited to, the following items: a. Construction of approximately 6820-L.F. of 16-inch well collection line, including pipe, valves, appurtenances, and tie-ins. ' b. Construction of approximately 413-L.F. of 16-inch potable water line, including pipe, valves, appurtenances, and tie-ins. ' c. Construction of approximately 235-L.F. of 12-inch potable water line, including pipe, valves, appurtenances, and tie-ins. ' The Work is included in a single contract. The major components of the Work include all items shown on the drawings and specifications, to make the facilities complete and operational. C. PERMITS AND ENVIRONMENTAL MITIGATION 1. The CONTRACTOR shall comply with the all construction requirements of the City of San Juan Capistrano. Bonding fees and inspection permit fees required by the City shall be paid by the CONTRACTOR and shall include: EASTERN WELLS 16-INCH 2 01010 WATER PIPELINE r a. City of San Juan Capistrano Encroachment Permit; b. Any permits required by the City. r2. Topography, Geology, Seismicity and Soils Mitigation. All earthwork activities shall conform to the California Building Code and Orange County erosion control measures. Slope hazard and erosion mitigation measures, as defined in the Orange County General Plan, shall be followed. 3. The CONTRACTOR shall adhere to all pertinent requirements of the City's NPDES permit. ' D. CONSTRUCTION COORDINATION 1. In order that the Work shall be ready for use by the City, the work shall be completed within the time frame stated in the Notice Inviting Bids. r2. The CONTRACTOR shall cooperate fully with all utility forces of the OWNER or forces of other public or private agencies engaged in the project in form of relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the Work, and shall schedule the Work so as to minimize interference with said relocation, altering, or other rearranging of facilities. 3. The Contractor shall coordinate scheduling of all work within Russell Cooks Park baseball field with the City. Worts small not be allowed during the softball season. ' PARTS 2 AND 3 - PRODUCTS AND EXECUTION (Not applicable to this Section). PART 4— PAYMENT rPayment for the Work in this Section shall be included as part of the lump sum or unit prices bid for which such Work is appurtenant thereto, and no additional payment will be made specifically ' for the Work in this Section. END OF SECTION r r r r EASTERN WELLS 16-INCH 3 01010 ' WATER PIPELINE SECTION 01015 ' GENERAL PROVISIONS PART 1 - GENERAL A. DESCRIPTION This Section covers general provisions and requirements for the Work and is ' supplementary to the Conditions of the Contract. B. ORDER OF WORK 1. General. The work shall be carried on at such places on the project and also in such order or precedence as may be found necessary by the OWNER to expedite the completion of the project. After work has begun on any portion or designated part of the project, it shall be carried forward to final completion as rapidly as practicable. i2. Working Hours. All work at the project site shall be performed on regular work days between 7:00 am and 5:00 p.m. Work on holidays, weekends, or in excess of 8 hours per day may be done only when specifically approved in writing by the ' OWNER, in which case the CONTRACTOR shall reimburse the OWNER for all premium salaries paid for overtime inspection. The CONTRACTOR shall also give the Distirct a minimum of two working days prior notice of any intended ' overtime to enable arrangements to be made for inspection. C. APPLICABLE CODES This article summarizes without limitation the laws and codes by which the Work has been designed and to which the CONTRACTOR shall conform in the prosecution of the Work. The CONTRACTOR shall make available for their use at the site, such copies of laws, regulations, or codes applicable to the Work as the Distirct may request of him. 1. Laws and Regulations. As specified in Articles 6.12, 6.11, and 6.18 of the General Conditions. 2. Codes. ' a. California Building Code, latest edition, as amended by the latest Supplement. b. Title 8, Industrial Relations, California Administrative Code, Chapter 4, Division of Industrial Safety, Safety Orders. C. Title 19, Public Safety, California Administrative Code, State Fire Marshall. d. Title 24, California Administrative Code, Electrical Safety Orders. e. Local Plumbing Code. 1 EA - STERN WELLS 16 INCH 4 01015 WATER PIPELINE f. The National and Local Electrical Codes. ' g. National Fire Protection Association. h. State and Local Public Health Codes. i. California Environmental Quality Act. 3. Specifications. a. Standard Specifications, State of California Business and Transportation Agency, Department of Transportation, latest edition, referred to in the Contract Documents as State Standard Specifications. b. Standard Specifications for Public Works Construction, latest edition, complete with all subsequent editions of ERRATA and REVISED INDEX Supplements, adopted by Southern California Joint Committee of APWA-AGC. C. The City of San Juan Capistrano Standard Drawings, latest edition. d. Standard Specifications of the County of Orange. D. ABBREVIATIONS (AS APPLICABLE OR WHERE REFERENCED) This article summarizes without limitation the abbreviations and symbols used in the Contract Documents. Abbreviations used in the Contract Documents shall be interpreted according to their recognized and well-known technical or trade meanings; such abbreviations include, but are not limited to, the following: AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISC American Institute of Steel Construction, Inc. AISI American Iron and Steel Institute ANSI American National Standards Institute APWA American Public Works Association ASCE American Society of Civil Engineers ' ASME American Society of Mechanical Engineers ASTM American Society of Testing and Materials ' AWS American Welding Society AWWA American Water Works Association CEQA California Environmental Quality Act CLFMI Chain Link Fencing Manufacturers Institute CS Commercial Standard, US Department of Commerce FeclSpec Federal Specification HI Hydraulics Institute ICBO International Conference of Building Officials ' IEEE Institute of Electrical and Electronic Engineers EASTERN WELLS 16-INCH 5 01015 WATER PIPELINE IPCEA Insulated Power Cable Engineers Association MIL Military Specification (leading symbol) MSS Manufacturers Standardization Society of the Valve and Fittings Industry NEC National Electrical Code ' NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association OSHA Occupational Safety and Health Administration, US Department of Labor, as defined in the General Conditions PCA Portland Cement Association UBC Uniform Building Code UL Underwriter's Laboratories, Inc. PART 2 - PRODUCTS (Not applicable to this Section.) PART 3 - EXECUTION A. PROJECT MEETINGS 1. Attendees. Unless otherwise specified or required by the OWNER, the meetings shall be attended by the OWNER, the ENGINEER, and the CONTRACTOR and its Superintendent. Subcontractors may attend when involved in the matters to be discussed or resolved but only when requested by the OWNER. 2. Meeting Records. The Engineer will record minutes of each meeting and will furnish copies to the CONTRACTOR thereafter. If the CONTRACTOR does not submit written objection to the contents of such minutes within seven (7) days after presentation to it, it shall be understood and agreed that the CONTRACTOR accepts the minutes as a true and complete record of the meeting. 3. Meeting Schedule. The dates, times, and locations for the various meetings shall be agreed upon and recorded at the pre-construction conference. Thereafter, changes to the Schedule shall be by agreement between the OWNER and the CONTRACTOR, with appropriate written notice to all parties involved. ' 4. Weekly Safety Meetings. CONTRACTOR shall conduct weekly safety meetings and schedule such meetings in the Critical Path Schedule. To the extent practicable, it shall schedule the weekly safety meeting at a routine time and day from week to week, and provide all personnel at least 3 working days notice of any necessary changes to the meeting date and time. ' B. PRECONSTRUCTION CONFERENCE Prior to issuance of the Notice to Proceed, a pre-construction conference shall be held at the location, date, and time designated by the OWNER. In addition to the attendees named herein, the meeting shall be attended by the representatives of regulatory agencies having jurisdiction of the Project, if required, and such other persons the ' OWNER may designate. The CONTRACTOR shall submit its construction schedule and EASTERN WELLS 16-INCH 6 01016 ' WATER PIPELINE ra breakdown of the bid items as a schedule of values acceptable to the OWNER, one week prior to the conference to allow time for review. 1. Execution and Submittal of Documents. At the pre-construction conference, unless otherwise agreed to by the OWNER the CONTRACTOR shall present to ' the OWNER the signed Contract Agreement, bonds, certificates of insurance and all other pre-construction documents required of it by the Contract Documents. 2. Agenda. In general, the matters to be discussed or resolved and the instructions ' and information to be furnished to or given by the CONTRACTOR at the pre- construction conference include: a. Project meeting schedule. b. Construction plans, progress schedule, schedule of values submitted by CONTRACTOR, and estimated monthly progress payments. C. Communication procedures between the parties. d. The names and titles of all persons authorized by the CONTRACTOR to represent and execute documents for him with samples of all authorized signatures. e. The names, addresses, and telephone numbers of all those authorized by the CONTRACTOR to act for him in emergencies. f. Construction permit requirements, procedures, and posting. g. Public Notice of starting Work. h. Procedures concerning the installation of Work on public or private property. i. Review of construction schedule as it pertains to the interfacing of work by others. ' j. Access and rights-of-way furnished by the Distirct. k. Forms and procedures for CONTRACTOR's submittals. I. Change Order forms and procedures. M. Payment application forms and procedures and the revised progress schedule reports to accompany the applications. n. Designation of the CONTRACTOR's Safety Officer and his qualifications. o. Description and discussion of CONTRACTOR's proposed safety program. P. First-aid and medical facilities to be furnished by CONTRACTOR. EASTERN WELLS 16-INCH 7 01015 IWATER PIPELINE t q. CONTRACTOR's provisions for barricades, traffic control, utilities, sanitary facilities, and other temporary facilities and controls. r. Project sign for Distirct if required by the Specifications. S. Inspector and his duties. t. Construction surveyor and initiation of surveying services. U. Testing laboratory or agency, and testing procedures. V. Construction equipment and methods proposed by the CONTRACTOR. W. Procedures for payroll and labor cost reporting by the CONTRACTOR. X. Procedures to ensure nondiscrimination in employment on and for the Work. Y. Permit and mitigation measures. Z. Issuance of the Notice to Proceed. ' aa. Health and Safety Plan. ab. Haul Routes. ac. Other administrative and general matters as needed. ' C. PROGRESS (MEETINGS The meetings shall be held in accordance with the agreed schedule as stated in Paragraph 3.1-C, of this Section. All matters bearing on the progress and performance of the Work since the preceding progress meeting shall be discussed and resolved, including without limitation any previously unresolved matters, deficiencies in the Work or the methods being employed for the Work, and problems, difficulties, or delays which may be encountered. D. REGULATORY AGENCIES When requested, the CONTRACTOR shall attend meetings held or required by the governmental regulatory agencies having jurisdiction of the Project. E. POSTCONSTRUCTION CONFERENCE A post-construction conference shall be held prior to final inspection of the Work to discuss and resolve all unsettled matters. The Bonds and insurance shall remain in force, and the other documents required to be submitted by the CONTRACTOR shall be reviewed and any deficiencies determined. Schedules and procedures for the final inspection process, and for the correction of defects and deficiencies, shall be discussed and agreed. EASTERN WELLS 16-INCH 8 01015 WATER PIPELINE rF. TEMPORARY FACILITIES AND CONTROLS. 1. Requirements of Regulatory Agencies. Make all necessary arrangements, secure required permits, and pay all fees and charges required by public authorities where temporary facilities or controls are located on public property. The CONTRACTOR shall comply with the requirements of Orange County, City, or State laws and ordinances. 2. Working Areas. Drawings indicate the areas furnished or owned by OWNER for prosecution of the Work. All work shall be restricted to stay within those limits. The CONTRACTOR shall keep all areas clean, orderly, and free of hazards, and leave the areas in a clean and safe condition acceptable to OWNER, and relevant governing public authorities. 3. Construction Utilities. Water supplied by the OWNER will be supplied to the CONTRACTOR at construction water rates through a hydrant meter and approved backflow device. The CONTRACTOR, at its expense, shall furnish and install all temporary piping facilities or equipment required to convey the water I from the OWNER's delivery points to the locations where water is needed for testing purposes. The CONTRACTOR shall make application to the OWNER for temporary water connections and approved backflow devices. 1 4. Disposal Area. The CONTRACTOR shall dispose of excess spoils on site and coordinate location with City. All other construction debris shall be legally disposed of offsite. 5. Access to Work. The OWNER, its inspectors, agents, and other employees, shall at all times and for any purpose have access to the work and the premises used by the CONTRACTOR, and the CONTRACTOR shall provide safe and proper facilities therefor. 6. Preservation of Property. Due care shall be exercised to avoid damage to existing improvements, adjacent property, and trees and shrubbery that are not to be moved. Trees and shrubbery that are not to be removed, poles, fences, signs, property corners, all underground pipe and conduit, and other improvements within or near the work area shall be protected from injury or damage. If such objects, or improvements, are injured or damaged by reason of the CONTRACTOR's operations, they shall be replaced or restored, at the CONTRACTOR's sole expense, to a condition as good as, or better than, when the CONTRACTOR entered upon the work. ' 7. Survey Monuments. The CONTRACTOR shall not disturb any monuments or survey markers without permission from the OWNER, and he shall bear the expense of resetting any monuments or survey markers which may be disturbed without permission. The CONTRACTOR shall restore the monuments or survey markers disturbed or destroyed during contraction, under the direction of a California licensed land surveyor. The CONTRACTOR shall closely coordinate with the City during this Work. 8. Archaeological Findings. If the discovery of a potential archeological or historical resource occurs during construction, all work in the area of the find shall stop and EASTERN WELLS 16-INCH 9 01015 ' WATER PIPELINE a qualified archeologist will be called in to evaluate the situation and make recommendations to the Cultural Resources Officer of the State of California. The Cultural Resources Officer will then determine what will be necessary for construction to proceed. 9. Observing Ordinances. The CONTRACTOR shall observe all the laws and ordinances of City, County or State, where applicable, in relation to the obstruction of streets and driveways, keeping open passageways and protecting the same where they are exposed and would be dangerous to travel. During the time that travel is allowed on the street or alley, it shall provide suitable access to adjoining private property. 10. The CONTRACTOR shall notify by printed notice in the format which has been approved by the OWNER, the occupants of all properties within the construction zone of any water line shut downs and limitations that will be created by the construction, a minimum of two working days in advance of the commencement of such construction. This notice shall be approved and signed by the OWNER, but prepared and distributed by the CONTRACTOR. 11. Traffic Control. The CONTRACTOR shall be aware that transportation of any heavy construction equipment and/or materials which requires the use of over- sized transport vehicles on State highways will require a Caltrans transportation permit. Such a permit may require that truck trips be limited to off-peak commute periods. The CONTRACTOR shall conduct its operations in such a manner as to provide reasonable access to the adjacent properties and shall have no greater length or quantity of work under construction than it can properly prosecute with a minimum of inconvenience to the public and other CONTRACTORs engaged on adjacent or related work. Safe temporary vehicular and pedestrian access to the affected properties and residences in the project area shall be maintained at all times during the construction of the project. Where driveways must be temporarily blocked during construction, the following restrictions shall apply: • No driveways shall be blocked between the hours of 4:30 p.m. and 8:30 a.m. each day. • Where sites have more than one driveway, only one driveway at any one time may be blocked during construction. The CONTRACTOR shall notify by printed notice, the occupants of all properties ' within the construction zone of any access, parking and circulation restrictions and limitations that will be created by the construction a minimum of two working days in advance of the commencement of construction. This notice shall be approved and signed by the OWNER, but prepared and distributed by the CONTRACTOR. G. PERMITS The CONTRACTOR shall comply with all permit requirements of the City and all other involved agencies, and all costs therefore shall be included in the prices bid. EASTERN WELLS 16-INCH 10 01015 ' WATER PIPELINE 1 rCONTRACTOR shall apply for a Caltrans encroachment permit and comply with all the requirements set forth in such permit. All costs and fees shall be paid for by the rCONTRACTOR, and shall be included in pertinent bid items. H. COOPERATION BETWEEN CONTRACTORS rThe CONTRACTOR is hereby notified that the OWNER may award contracts for other work in the project areas. Where two or more CONTRACTORs are employed on related or adjacent work, each shall conduct its operations in such a manner as not to cause unnecessary delay or hindrance to the other. Each CONTRACTOR shall be responsible to the other for all damage to work, person, or property, or for loss caused by failure to finish within the time specified for completion, at no additional cost to the OWNER. rI. TAXES The CONTRACTOR shall be responsible for payment of and shall pay any and all taxes, which are applicable to the Work. J. AS_BUILT DRAWINGS The CONTRACTOR shall record the exact location, by dimension, and the exact depth, ' by elevation, of any exposed underground lines. All information necessary to maintain and/or service any concealed work shall be noted on these record drawings. This data shall be legibly recorded in one set of bond prints to the satisfaction of the Engineer. Records shall be kept up-to-date and kept on-site with all entries checked by the Engineer before the work is buried or covered. All changes in or additions to the contract drawings shall be noted on the as-built prints. These drawings shall be delivered to the OWNER upon completion of the job. K. PRIVATE OWNERS' RELEASE ' CONTRACTOR shall provide to the OWNER a written release by the owner of any property used or damaged by CONTRACTOR in conjunction with the project prior to completion of the project stating that the property has been cleaned up, repaired or ' restored to its original condition. PART 4- PAYMENT rPayment for the Work in this Section shall be included as part of the lump sum or unit price bid for which such Work is appurtenant thereto and no additional payment will be made specifically for the Work in this Section. END OF SECTION r r r EASTERN WELLS 16-INCH 11 01015 ' WATER PIPELINE ' SECTION 01030 MEASUREMENT AND PAYMENT PART 1 -GENERAL iA. DESCRIPTION This Section summarizes requirements for prices to be submitted in the bids, defines work items, and describes measurement. B. PRICES REQUIRED tIn the appropriate places in the Bid Form, each Bidder shall quote unit prices and lump sum prices on the following items of Work in the units stated. Failure to quote on each ' price item may cause rejection of the Bidder's entire bid at the discretion of the OWNER. 1. Unbalanced Prices. Proposed prices which are so unbalanced as to be detrimental to the OWNER's interest may be rejected or cause rejection of the Bidder's entire Bid, at the discretion of the OWNER. 2. Costs Included. Each proposed price shall cover all costs and charges including without limitation the costs of permits, sawcutting of all trench sections, 100% imported bedding, compacting in 8" lifts with no jetting or hydro-consolidation, material, labor, fabrication, delivery, installation or application, supervision, bond and insurance charges, overhead, profit, and taxes. Quoted prices shall be the exact amount per unit to be applied to the units of Work actually provided for the purpose of establishing the payment to the CONTRACTOR. 3. Duration of Prices. Quoted prices accepted by the OWNER shall be held good and in effect until the work is completed and accepted by the OWNER, unless ' modified by a Change Order. C. MEASUREMENT, PAYMENT, AND DEFINITIONS 1 This Section defines the work items and the manner and method of measurement and payment for all items included in the Contract. Separate payments will not be made for any work under the Contract other than under the items in the Bid Schedule and payments provided for by approved Change Order. For all work specified and shown on the Drawings, it shall be the CONTRACTOR's responsibility to include those costs among the specified Bid Schedule items. In this respect, the cost of such items as ' safety provisions, submittals on materials and equipment, testing, clean-up, corrections through the Guaranty Period, and all related items required, shall be distributed by Bidders among the Bid items. The bid items reflect the actual payment for all labor, equipment, and materials to provide a complete work for the project. Any work required for the satisfactory completion of the project which is not itemized shall be considered incidental to the bid items. j1. Bid Item 1. Mobilization and Demobilization. (Total for this item shall not exceed 5% of Total Bid; Mobilization shall not exceed 3%) complete, shall be paid for as a lump sum item. EASTERN WELLS 16-INCH 12 01030 ' WATER PIPELINE ! Such lump sum payment shall constitute full compensation for Mobilization and Demobilization. (Total for this item shall not exceed 5% of Total Bid; Mobilization shall not exceed 3%) complete. 2. Bid Item 2. Orange County Flood Control District (OCFCD) Encroachment Permit shall be paid for as a lump sum item. Such lump sum payment shall constitute full compensation for Applying for and ' Acquisition of an OCFCD Encroachment Permit, where applicable. 3. Bid Item 3. Caltrans Encroachment Permit shall be paid for as a lump sum item. Such lump sum payment shall constitute full compensation for Applying for and Acquisition of a Caltrans Encroachment Permit, where applicable. ' 4. Bid Item 4. Southern California Regional Rail Authority (SCRRA) Encroachment Permit shall be paid for as a lump sum item. Such lump sum payment shall constitute full compensation for Applying for and Acquisition of a SCRRA Encroachment Permit, where applicable. 5. Bid Item 5. City of San Juan Capistrano Encroachment Permit shall be paid for as a lump sum item. Such lump sum payment shall constitute full compensation for Applying for and Acquisition of a SCRRA Encroachment Permit, where applicable. 6. Bid Item 6. Furnish all labor, materials and equipment for Construction of 16-inch PVC C905 Well Collection Line, and Appurtenances Complete and Operational, shall be paid for per lineal foot of pipe. Such payment shall constitute full compensation for furnishing all labor, material and equipment for construction of a 16-inch PVC C905 Well Collection Line, and appurtenances such as fittings and valves, including trenching, installation, backfill and compaction, and resurfacing existing streets, complete and ' operational. 7. _Bid Item 7. Furnish all labor, materials and equipment for Construction of 16-inch FPVC C905 Well Collection Line, and Appurtenances Complete and Operational, shall be paid for per lineal foot of pipe. Such payment shall constitute full compensation for furnishing all labor, material and equipment for construction of a 16-inch FPVC C905 Well Collection Line, and appurtenances such as fittings and valves, including trenching, installation, backfilland compaction, and resurfacing existing streets, complete and operational. 8. Bid Item 8. Furnish all labor, materials and equipment for Construction of 20-inch FPVC 0905 Casing, and Appurtenances, Complete and Operational, shall be paid for per lineal foot of pipe. EASTERN WELLS 16-INCH 13 01030 WATER PIPELINE Such payment shall constitute full compensation for furnishing all labor, material and equipment for construction of a 20-inch FPVC C905 Casing, and I appurtenances such as fittings and valves, including trenching, installation, backfill and compaction, and resurfacing existing streets, complete and operational. 9. Bid Item 9. Furnish all labor, materials and equipment for Construction of 20-inch and 26-inch Steel Casing, and Appurtenances Complete and Operational, shall ' be paid for per lineal foot of pipe. Such payment shall constitute full compensation for furnishing all labor, material and equipment for construction of a 20-inch and 26-inch Steel Casing, and I appurtenances such as fittings and valves, including trenching, installation, anodes at 200' spacing along casing (see Specification Section 02315 for anode requirements) backfill and compaction, and resurfacing existing streets, complete ' and operational. Steel casing will conform to Specification Section 02315, Paragraph 2.A.1. I 10. Bid Item 10. Furnish all labor, materials and equipment for Construction of Connection Points including piping, valves, and all required appurtenances, Complete and Operational, shall be paid for per connection point. ISuch payment shall constitute full compensation for furnishing all labor, material and equipment for the construction of all Connection Points including piping, ' valves, and all required appurtenances; complete and operational. 11. Bid Item 11. Furnish all labor, materials and equipment for Construction of 16- inch PVC interstate 5 Crossing Watermain, and Appurtenances Complete and IOperational, shall be paid for per lineal foot of pipe. Such payment shall constitute full compensation for furnishing all labor, material I and equipment for construction of a 16-inch PVC Interstate 5 Crossing Watermain, and appurtenances such as fittings and valves, including trenching, installation, backfill and compaction, and resurfacing existing streets, complete Iand operational. 12. Bid Item 12. Furnish all labor, materials and equipment for Construction of a 28- inch Steel Casing, and Appurtenances Complete and Operational, shall be paid for as a lump sum. Such payment shall constitute full compensation for furnishing all labor, material I and equipment for construction of a 28-inch Steel Casing, and appurtenances such as fittings and valves, including trenching, installation, anodes, backfill and compaction, and resurfacing existing streets, complete and operational. 13. Bid Item 13. Furnish all labor, materials and equipment for Construction of I Temporary 8-inch Bypass Connection, and Appurtenances Complete and Operational, shall be paid for as a lump sum item. I EASTERN WELLS 16-INCH 14 01030 IWATER PIPELINE i Such payment shall constitute full compensation for furnishing all labor, material and equipment for construction of a Temporary 8-inch Bypass Connection, and i appurtenances such as fittings and valves, installation, and connection to existing facilities, complete and operational. i 14. Bid Item 14. Furnish all labor, materials and equipment for Construction of 12- inch PVC C900 Waterline, and Appurtenances Complete and Operational, shall be paid for per lineal foot of pipe. Such payment shall constitute full compensation for furnishing all labor, material and equipment for construction of a 12-inch PVC C900 Waterline, and appurtenances such as fittings and valves, including trenching, installation, ' backfill and compaction, and resurfacing existing streets or bike paths, complete and operational. ' 15. Bid Item 15. Orange County Transportation Authority (OCTA) Safety Training shall be paid for as a lump sum item. i Such lump sum payment shall constitute full compensation for Attending of a OCTA Safety Training, where applicable. D. WORK NOT LISTED IN THE SCHEDULE OF WORK ITEMS 1. The General Specifications and items in the Special Provisions, general requirements, and Specifications which are not listed in the schedule of work i items of the bid are, in general, applicable to more than one listed work item, and no separate work item is provided therefore. Include the cost of Work not listed but necessary to complete the Project designated in the Contract Documents in i the various listed work items on the bid. 2. The bid for the Work is intended to establish a total cost for the Work in its entirety. Should the CONTRACTOR feel that the cost for the Work has not been i established by specific items in the bid, include the cost for that Work in some related bid item so that the bid reflects the total cost for completing the Work in its entirety. 1 PART 2 - PRODUCTS(Not applicable to this section) PART 3 - EXECUTION (Not applicable to this section) END OF SECTION EASTERN WELLS 16-INCH 15 01030 WATER PIPELINE SECTION 01035 ' MOBILIZATION AND DEMOBILIZATION PART 1 - GENERAL A. DESCRIPTION This Section covers the requirements for mobilization and demobilization. The requirements specified in Conditions of the Contract and in Division 1 also form a part of this Section. ' 1. Work Included. Mobilization is the work preparatory to the construction of the Rose Avenue Pipeline and Zone 4 Pressure Relief Station, and demobilization is the final cleanup of project work areas and removal of all equipment and tempo- rary facilities provided by the CONTRACTOR. Mobilization includes execution of the contract; submittal of all required evidence of insurance; submittal of the Work Schedule, breakdown of lump sum bid items; submittal of the list of principal equipment proposed for use in the construction; the establishment of the CONTRACTOR's yard; the obtaining of all required permits; the established presence of the CONTRACTOR's Superintendent and/or Project Manager ' on-site; General Provisions; the beginning of the marshaling of major construction equipment and erection and service of temporary facilities. Demobilization includes all work at the end of construction to clean up the site ' and remove all equipment and temporary facilities as shown and specified. B. SUBMITTALS ' Prior to the payment for Mobilization, the CONTRACTOR shall submit the following documents to the ENGINEER for approval. ■ Certificate of Insurance ■ Work Schedule ■ Breakdown of Bid Items as schedule of values, and other items as requested by the OWNER ■ List of major equipment proposed for the construction • Copy of required permits ' 0 The resume of the Superintendent and/or On-Site Project Manager nominated for the project ' PART 2 - PRODUCTS (Not Applicable) ' PART 3 - EXECUTION Mobilization will be considered complete and eligible for payment when all submittals have been made and approved by the OWNER; the CONTRACTOR's field offices set up EASTERN WELLS 16-INCH 16 01035 WATER PIPELINE L 1 ron site, the CONTRACTOR'S yard established; the Superintendent is in residence in the CONTRACTOR's field office; the first piece of major equipment has been brought to the ' site, ready for work, and the set-up and an operational field office for the OWNER, ENGINEER, and/or Inspector. Demobilization will be considered complete when all the above listed facilities are removed and the project work areas have been cleaned up to ' the satisfaction of the OWNER. PART 4 - PAYMENT rPayment for the Work in this Section shall be included as part of the lump sum or unit price bid for which such Work is appurtenant thereto and no additional payment will be ' made specifically for the Work in this Section. ' END OF SECTION r r r r r r r r r r r EASTERN WELLS 16-INCH 17 01035 ' WATER PIPELINE rSECTION 01045 ' EXISTING FACILITIES ' PART 1 - GENERAL A. DESCRIPTION rThis section includes requirements for connection to and abandonment of existing water facilities. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, ' unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the ' extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 ' C. CONDITION OF EXISTING FACILITIES ' The PWD does not warranty the condition, size, material, and location of existing facilities. D. LOCATION ' The contractor shall be responsible for potholing and verifying in advance the location of all existing pipelines as shown on the plans. Discrepancies shall be reported to the project engineer, prior to the fabrication of, or purchase of material affected by the discrepancy. ' E. PROTECTION OF EXISTING UTILITIES AND FACILITIES ' 1. The contractor shall be responsible for the care and protection of all existing sewer pipe, water pipe, gas mains, culverts, power or communications lines, side walks, curbs, pavement, or other facilities and structures that may be encountered in or near the area of the work. 2. It shall be the duty of the contractor to notify Underground Service Alert and each ' agency of jurisdiction and make arrangements for locating their facilities prior to beginning construction. 3. In the event of damage to any existing facilities during the progress of the work and of the failure of the contractor to exercise the proper precautions, the contractor will pay for the cost of all repairs and protection to said facilities. The contractor's work may be stopped until repair operations are complete. EASTERN WELLS 16-INCH 18 01435 ' WATER PIPELINE F. PROTECTION OF LANDSCAPING 1. The contractor shall be responsible for the protection of all the trees, shrubs, fences, and other landscape items adjacent to or within the work area, unless directed to do otherwise on the plans. 2. In the event of damage to landscape items, the contractor shall replace the damaged items in a manner satisfactory to the PWD Representative and the property owner. 3. When the proposed pipeline is to be within planted or other improved areas in public or private easements, the contractor shall restore such areas to the original condition after completion of the work. This restoration shall include grading, a placement of 5 inches of good topsoil, new sod, and replacement of all landscape items indicated. G. PERMITS All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County PFRD, the city having jurisdiction, or I the other affected agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. PART 2- MATERIALS A. GROUT rGrout shall consist of Portland cement and water; or, of Portland cement, sand, and water. All grout mixtures shall contain 2% of bentonite by weight of the cement. Portland cement, water and sand shall conform to the applicable requirements of the concrete section (Section 03300), except that sand used shall be of such fineness that 100%will pass a standard 8-mesh sieve and at least 45%, by weight, will pass a standard 40-mesh sieve. B. BENTONITE rBentonite shall be a commercial-processed powdered bentonite, Wyoming type, such as Imacco-gel, Black Hills, or equal. All materials used in making the connection or removing the facility from service shall conform to the applicable sections of these specifications. ' PART 3- EXECUTION A. CONNECTION TO EXISTING WATER LINES 1. The contractor shall make all connections unless shown otherwise on the plans or specified herein. 2. The contractor shall furnish all pipe and materials including furnishing all labor and equipment necessary to make the connections, all required excavation, backfill, pavement replacement, lights, and barricades, and may be required to include a ' water truck, high line hose, and fittings as part of this equipment for making the EASTERN WELLS 16-INCH 19 01045 WATER PIPELINE connections. In addition, the contractor shall assist the PWD in alleviating any hardship incurred during the shutdown for connections. The PWD Representative may require standby equipment or materials. 3. The contractor will de-water existing mains, as required, in the presence of the PWD Representative. 4. Connections shall be made with as little change as possible in the grade of the ' new main. If the grade of the existing pipe is below that of the new pipeline, a sufficient length of the new line shall be deepened so as to prevent the creation of any high spot or abrupt changes in grade of the new line. Where the grade of the existing pipe is above that of the new pipeline, the new line shall be laid at specified depth, except for the first joint adjacent to the connection, which shall be deflected as necessary to meet the grade of the existing pipe. If sufficient change in direction cannot be obtained by the limited deflection of the first joint, a fitting of the proper angle shall be installed. Where the connection creates a high or low spot in the line, a standard air release or blow off assemble shall be installed as directed by the PWD Representative. ' B. Removal from Service of Existina Mains and Appurtenances 1. Existing mains and appurtenances shall be removed from service at the locations shown on the plans or as directed by the PWD Representative. 2. Abandoned pipe shall be filled with grout or bentonite. 3. Existing pipe and appurtenances may be removed from the ground, in which case all backfill and repair of surface shall be in accordance with Sections 02200 and 02223. 4. Removed pipe and appurtenances may be temporarily stockpiled on the job in a location that will not disrupt traffic or be a safety hazard, disposed of in a proper manner (as determined by the PWD Representative), or it may be delivered to the PWD yard as directed by the PWD Representative. 5. Before excavating for installing mains that are to replace existing pipes and/or services, the contractor shall make proper provisions for the maintenance and continuation of service as directed by the PWD Representative unless otherwise specified. 6. If the meter box is to be removed from an abandoned water service, the service line is to be removed and the corporation stop closed and capped. if there is no corporation stop on the service, the adapter is to be removed and a brass plug is to be installed in the service saddle. END OF SECTION EASTERN WELLS 16-INCH 20 01045 ' WATER PIPELINE SECTION 01300 SUBMITTALS PART 1 - GENERAL A. DESCRIPTION 1. Submittals of documents described in the Contract Documents, and hereinafter are required prior to, during and at the end of the construction period. The submittals shall conform to the requirements described in this Section and all referenced Sections or Articles. B PROCEDURE 1. Submittals within 10 days after the effective date of the Agreement: Submit the following items within 10 days after the Effective Date of the Agreement: a. Preliminary Construction Schedule: Prepare and submit in accordance with Section 01310, Construction Schedule. b. Preliminary Submittal Schedule: Prepare and submit schedule for the submittal of all Shop Drawings, product data and samples in accordance with Section 01340, Shop Drawing Procedures. Form is included in this Section. 2. Submittals within 30 days after the effective date of the Agreement: Submit the fallowing items within 30 days after the Effective Date of the Agreement. a. Construction Schedule: Prepare and submit in accordance with Section 01310, Construction Schedule. b. Submittal Schedule: Prepare and submit schedule for the submittal of all Shop Drawings, product data and samples in accordance with Section 01340, Shop Drawing Procedures. Form is included in this Section. C. Monthly payment schedule. 3. Submittals Prior to Beginning The Work: Reference the Standard Form of Construction Agreement in the Contract Documents. 4. Submittals During Construction: During progress of the construction, make the following submittals in a timely manner to prevent any delay in the Work schedule: a. Updates to Construction Schedule: Provide an assessment of Work progress in relation to the Construction Schedule in accordance with Section 01310, Construction Schedule. b. Shop Drawings, Product Data and Samples: Submit Shop Drawings, product data and samples in accordance with Section 01340, Shop Drawing Procedures, and as required in various Sections of the Specifications. C. Progress Payments: Submit applications for partial payments as specified in the Construction Agreement. EASTERN WELLS 16-INCH 21 01300 L WATER PIPELINE d. Request for Information: The CONTRACTOR shall retain 1 copy and submit 3 copies to the PWD for response. Form is included in this Section. Submit a Request for Information when any of the following are required: 1. An interpretation of the Specifications. 2. Additional details. ' 3. Information not shown on the Drawings or in the Specifications. 4. Clarification of discrepancies. e. Change Orders: Forms are included in this Section. Whenever the PWD determines the need for a Change Order, the CONTRACTOR will receive a Request for Change Order Proposal Form, included in this Section. Upon receipt of a Request for Change Order Proposal Form or when the CONTRACTOR determines the need for a Change Order, the CONTRACTOR shall prepare and submit 3 copies of a Change Order Proposal in accordance with the Construction Agreement. The Change Order Proposal, included in this Section, must be in writing and must include sufficient information to assess the need for a change in the Work, the Contract time or the Contract amount. The Change Order Proposal must be approved by the CONTRACTOR, and PWD. When a Change Order Proposal is acceptable to the PWD, a Change Order will be prepared and executed. The CONTRACTOR is not authorized to begin Work on a Change Order until it is fully executed. Any Work done by the CONTRACTOR prior to execution of a Change Order is entirely at his own risk. f. CONTRACTOR'S Daily Report: Form is included in this Section. Submit 4 copies of the CONTRACTOR'S Daily Report. The CONTRACTOR and each Subcontractor shall prepare and submit a daily report on the form shown in this Section. The report shall contain, as a minimum, information on the location and description of the Work being performed, size, quantity ' and description of materials and equipment installed or delivered, coordination or scheduling concerns, requests for clarifications, and any discrepancies noted in the Contract Documents, or on the as-built conditions. The report shall also contain the CONTRACTOR'S daily workforce count by craft, general weather conditions, any Work performed other than during established working hours, and any other pertinent items relative to the Work and as required by the PWD. The report is due at the PWD's office by 9:00 a.m. on the following work day and shall be signed by a responsible member of the CONTRACTOR'S staff. g. Updates to Submittal Schedule: Submit 3 updated Shop Drawings, Product Data and Samples Submittal Schedule with each month's Progress Payment Request. h. Construction Photographs: Submit Construction Photographs with each month's Progress Payment Request, as specified in Section 01380, Construction Photographs. i. Operation and Maintenance Manuals and Lesson Plans: Submit Equipment Operation and Maintenance Manuals for approval by the PWD within 90 days after approval of Equipment Shop Drawing. Submit Equipment Training Lesson Plans for approval by the PWD 30 days prior to commencement of training. Submit Operation and Maintenance Data and Lesson Plans in accordance with Section 01730, Operation and Maintenance Data. EASTERN WELLS 16-INCH 22 01300 1 L WATER PIPELINE r r5. Submittals at Interim Completion: Submit all Operations and Maintenance Data for each item of Work commissioned into operation at each interim completion ' date. 6. Submittals At Project Closeout: With a written Notice of Completion, submit the r following items in the proper form as a condition of Final Acceptance of the Work: a. Guarantees, Warranties and Bonds: Submit as required in the Construction Agreement and listed in various Sections of the Specifications. b. Operations and Maintenance Data: Submit all remaining product data and manuals as specified in various Sections of the Specifications. C. Survey notes. d. Construction photographs of all completed Work. 7. Attachments: a. Shop Drawings, Product Data and Samples Submittal Schedule. b. Request for Information. C. Request for Change Order Proposal. d. Change Order Proposal. e. CONTRACTOR'S Daily Construction Report. PART 2- PRODUCTS (NOT USED) rPART 3 - EXECUTION (NOT USED) END OF SECTION r r 1 r r r r EASTERN WELLS 16-INCH 23 01300 WATER PIPELINE ' SECTION 01340 SHOP DRAWING PROCEDURES ' PART 1 , GENERAL A. DESCRIPTION 1. The submittal of Shop Drawings shall conform to requirements of Contract Documents and procedures described in this Section. A separate transmittal ' form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of Shop Drawings on various items using a single transmittal form shall be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that ' expediency indicates review of the group or package as a whole. The item(s) to be supplied shall be highlighted clearly. ' 2. The term "Shop Drawing" as used herein shall be understood to include detailed design calculations, fabrication and installation drawings, lists, graphs, test data, operating instructions, and other items which shall include, but not are necessarily limited to: a. Drawings and/or catalog information and cuts. b. Specifications, parts list, suggested spare parts lists, and equipment drawings. C. Wiring diagrams of systems and equipment. d. Complete lubrication, maintenance and operation instructions, including initial startup instructions as described in Section 01731, Instruction of Operations and Maintenance Personnel. e. Applicable certifications. f. Anchor bolt templates, mounting instructions and mounting design calculations as required. g. Required maintenance operations to allow all installed equipment to remain idle for a period of time not to exceed 24 months. ' h. Other technical, installation, and maintenance data as applicable. i. Unloading and handling methods and storage requirements. ). Note, highlight, and explain proposed changes to the Contract Docu- ments. k. Paint submittal showing type of paint and the mils thickness of coating system used. The coating system shall be the approved system as submitted under Division 9, Finishes. 1. Drawings showing CONTRACTOR field verifications illustrating all field dimensions. CONTRACTOR shall field verify all dimensions and existing ' materials shown on the Drawings. Any modifications required shall be at the CONTRACTOR'S expense. EASTERN WELLS 16-INCH 24 01340 WATER PIPELINE 3. Submittal Schedule: The CONTRACTOR, within ten (10) days after the Notice of Award date, shall prepare and submit to the PWD a comprehensive Submittal ' Schedule. The CONTRACTOR shall identify on his Submittal Schedule all of the submittal items required by the Contract Documents governing his Work. The CONTRACTOR shall indicate, for each submittal item on his Submittal Schedule ' the following: a. Description and Transmittal Number; b. Reference to the applicable paragraph in the Contract Documents in ' chronological order that requires the submittal; C. The dates the CONTRACTOR proposes to furnish the submittals; d. The dates the materials, equipment, etc. are needed at the job site; and ' e. The date confirmation of compliance is needed by the CONTRACTOR (a minimum of 30 days from the date the PWD receives the shop drawing unless otherwise noted in the Contract Documents). f. Whether the submittal is for a deviation or an "equal" item. Complete submittals for all deviations or "equal" items shall be made to the PWD within 7 calendar days after the Notice of Award. Identification by the CONTRACTOR of deviations or "equal" items does not relieve the CON- TRACTOR of his responsibility to furnish equipment and materials that meet all the requirements of the Contract Documents. ' 4. In preparing his Submittal Schedule, the CONTRACTOR shall consider the nature and complexity of each submittal item and shall allow ample time for review, revision or correction. Submittals will normally be returned to the ' CONTRACTOR within 30 calendar days following receipt of the submittal. 5. The PWD will review the CONTRACTOR'S Submittal Schedule to determine its completeness and compatibility with the Progress Schedule. A Submittal ' Schedule which is incompatible with the Progress Schedule or a review schedule which places extraordinary manpower demands on the PWD will be sufficient reason(s) to reject the Submittal Schedule. It shall be understood that certain submittals will take longer than 30 days to review and that these particular submittals will be identified during the submittal, by the PWD to allow for very complex submittal reviews. The CONTRACTOR shall also identify submittals for ' which he anticipates long review periods. 6. The CONTRACTOR'S Submittal Schedule shall be consistent with the Progress ' Schedule. 7. PWD=s acceptance of the Submittal Schedule will be a precondition of the ' receipt of the first progress payment. 1 EASTERN WELLS 16-INCH 25 01340 WATER PIPELINE B. PROCEDURES 1 1. All Shop Drawing submittals shall be accompanied by the PWD's standard shop drawing transmittal form. This form may be obtained from the PWD. Any Shop Drawing submittal not accompanied by such a form, or where all applicable items ' on the form are not completed, will be returned for resubmittal. Ultimate responsibility for the accuracy and completeness of the information contained in the submittal shall remain with the CONTRACTOR. If data for more than one ' Section of the Specifications is submitted, a separate transmittal letter shall accompany the data submitted for each Section. A copy of all transmittal letters shall be sent to the PWD. 2. All letters of transmittal shall be submitted in duplicate. 3. At the beginning of each letter of transmittal, provide a reference heading indicating the following: 1. PWD=s Name 2. Project Name 1 3. Contract No. 4. Transmittal No. ' 5. Section No. 4. If a Shop Drawing deviates from the requirements of the Contract Documents, ' CONTRACTOR shall specifically note each variation in his letter of transmittal. 5. All Shop Drawings submitted for acceptance shall have a title block with ' complete identifying information satisfactory to PWD. 6. All Shop Drawings submitted shall bear the stamp of approval and signature of CONTRACTOR as evidence that they have been reviewed by CONTRACTOR. Submittals without this stamp of approval will not be reviewed by PWD and will be returned to CONTRACTOR. CONTRACTOR'S stamp shall contain the ' following minimum information: EASTERN WELLS 16-INCH 26 01340 ' WATER PIPELINE 1 1 Project Name: CONTRACTOR'S Name: Date: ' ----------------Reference--------------- Item: ' Specifications: Section: Page No.: Para. No.: Drawing No.: of Location: Submittal No.: Approved By: I 7. A number shall be assigned to each submittal b CONTRACTOR starting with J Y g ' No. 1 and thence numbered consecutively. Resubmittals shall be identified by the original submittal number followed by the suffix "A" for the first resubmittal, the suffix "B"for the second resubmittal, etc. ' 8. The CONTRACTOR shall initially submit to PWD a minimum of seven (7) copies of all submittals that are on 8-1/2-inch by 11-inch or smaller sheets, and one unfolded sepia and 6 prints made from that sepia for all submittals on sheets 1 larger than 8-112-inch by 11-inch. 9. After PWD completes his review, Shop Drawings will be affixed with a stamp and ' marked with one of the following notations: a. No Objection. b. No Objection; Make Corrections Noted. ' C. Make Corrections Noted, Resubmit. d. Non-Conforming. e. Non-Conforming; Submit Conforming Submittal. ' f. Not Reviewed. g. For Information Only. 10. If a submittal is acceptable, it will be marked "No Objection" or "No Objection; ' Make Corrections Noted." Four (4) prints or copies of the submittal will be returned to CONTRACTOR. ' 11. Upon return of a submittal marked "No Objection" or "No Objection; Make Corrections Noted," CONTRACTOR may order, ship or fabricate the materials included on the submittal, provided it is in accordance with the corrections indicated. EASTERN WELLS 16-INCH 27 01340 ' WATER PIPELINE 12. If a Shop Drawing marked "No Objection; Make Corrections Noted" has ' extensive corrections or corrections affecting other Drawings or Work, PWD may require that CONTRACTOR make the corrections indicated thereon and resubmit the Shop Drawings for record purposes. Such Drawings will have the notation, ' "Make Corrections Noted, Resubmit." The corrected Shop Drawing shall be a pre-condition for payment for the work item of the Shop Drawing. ' 13. If a submittal is unacceptable, two {2} copies will be returned to CONTRACTOR with one of the following notations: g. "Non-Conforming, Submit Conforming Submittal" b. "Non-Conforming" 14. Upon return of a submittal marked "Non-Conforming; Submit Conforming Submittal," CONTRACTOR shall make the corrections indicated and repeat the initial approval procedure. The "Non-Conforming" notation is used to indicate material and/or equipment that is not acceptable. Upon return of a submittal so marked, CONTRACTOR shall repeat the initial approval procedure utilizing acceptable material and/or equipment. 15. Any related Work performed or equipment installed without a "No Objection" or ' "No Objection; Make Corrections Noted" Shop Drawing will be at the sole responsibility of the CONTRACTOR. ' 16. Shop Drawings shall be submitted well in advance of the need for the material or equipment for construction and with ample allowance for the time required to make delivery of material or equipment after data covering such is approved. CONTRACTOR shall assume the risk for all materials or equipment which are ' fabricated or delivered prior to the approval of Shop Drawings. Materials or equipment will not be included in periodic progress payments until approval thereof has been obtained in the specified manner. 1 17. PWD will review and process submittals within 30 calendar days following submittal receipt. ' 18. It is CONTRACTOR'S responsibility to review submittals made by his suppliers and subcontractors before transmitting them to PWD to assure proper ' coordination of the Work and to determine that each submittal is in accordance with his desires and that there is sufficient information about materials and equipment for PWD to determine compliance with the Contract Documents. ' Incomplete or inadequate submittals will be returned for revision without review. Each Shop Drawing shall clearly identify what is to be supplied. 19. CONTRACTOR shall furnish required submittals with complete information and ' accuracy in order to achieve required approval of an item within three submittals. ' All costs to PWD involved with subsequent submittals of Shop Drawings, 1 EASTERN WELLS 16-INCH 28 01340 WATER PIPELINE 1 Samples or other items requiring approval will be back charged to ' CONTRACTOR. Costs shall be determined as follows: ' C = (D,L.C. x 3.15) + (O.D.C. x 1.10) where: ' C = Cost for additional reviews D.L.C. = Direct Labor Cost (Hours spent on review x hourly rate of reviewer) ' O.D.C. _ Other Direct Costs (travel, subsistence, etc.) In the event that CONTRACTOR requests a substitution for a previously approved item, all of PWD's costs in the reviewing of the substitution will be back charged to CONTRACTOR, unless the need for such substitution is beyond the control of CONTRACTOR. ' 20. The PWD reserves the right to withhold monies, up to the limit identified in the Contract Documents, for Shop Drawing reviews beyond those described herein. 21. The PWD will implement, if requested by the CONTRACTOR, one (1) special Shop Drawing Review Meeting. The purpose of the meeting is to expedite Shop Drawing reviews for the equipment and materials required for the first document ' of the Work. Requirements of this Section will not be waived but could be expedited. ' 22. Extension of contract time will not be granted because of CONTRACTOR=S substitutions, or because of the CONTRACTOR=S failure to make timely and correctly prepared and presented submittals with allowance for the checking and ' review periods. 23. The acceptance of submittals shall not relieve the CONTRACTOR of responsibility for any deviation from the requirements of the Contract Documents ' or for any revision in resubmittals unless the CONTRACTOR has given notice in writing of the deviation or revision at the time of submission or resubmission and written approval has been given to the specific deviation or revision. Acceptance ' of submittals shall not relieve the CONTRACTOR of responsibility for error or omissions in the submittal or for the accuracy of dimensions and quantities, the adequacy of connections and the proper and acceptable fitting, execution and ' completion of the Work. 24. No Work represented by required submittals shall be purchased or commenced ' until the applicable submittal has been accepted. Work shall conform to the approved submittals and all other requirements of the Contract Documents unless subsequently revised by an appropriate modification, in which case the ' CONTRACTOR shall prepare and submit revised submittals as may be required. ' TERN WELLS ELLS 1 fi-1NCH 29 01340 WATER PIPELINE 25. Within thirty (30) days of receiving a ANo Objection@ or ANo Objection; Make Corrections Noted@ equipment submittal, the CONTRACTOR shall submit IOperation and Maintenance manuals for that item of equipment. C. SCHEDULE OF SUBMITTALS ' 1. A schedule of submittals shall be submitted to the ENGINEER via the CONSTRUCTION MANAGER within 7 calendar days after the date of receipt of ' the Notice To Proceed from the OWNER. Seven (7) copies of this schedule shall be submitted indicating the CONTRACTOR'S proposed schedule for submitting all submittals. Additionally, the schedule shall reflect the following information for each item. ' a. Description of Transmittal Number; b. Reference to the applicable paragraph in the Contract Documents in chronological order that requires the submittal; I C. The dates the COTNRACTOR proposes to furnish the submittals; d. The dates the materials, equipment, etc. are needed at the job site; and e. The date confirmation of compliance is needed by the CONTRACTOR (a minimum of 14 days from the date the ENGINEER receives the shop drawing unless otherwise noted in the Contract Documents). f. Whether the submittal is for a deviation or an "equal" item, complete ' submittals fof all deviations or "equal" items shall be made to the ENGINEER within 30 calendar days after the CONTRACTOR'S Submittal Schedule is approved by the ENGINEER. Identification by the ' CONTRACTOR of deviations or "equal" items does not relieve the CONTRACTOR of his responsibility to furnish equipment and materials that meet all the requirements of the plans and specifications. ' 2. In preparing the schedule, the CONTRACTOR shall coordinate it with the Progress Schedule and shall allow a minimum of 14 days for its processing and review by the CONSTRUCTION MANAGER/ENGINEER. Furnishing of the I schedule shall not be interpreted as relieving the CONTRACTOR of his obligation to comply with all of the contract requirements for the items listed on the schedule. The CONTRACTOR shall review the listing at least every 30 days ' and take appropriate action to maintain an effective and updated system and a copy of the schedule shall be maintained at the job site. Seven (7) copies of the revised and/or updated submittal schedule shall be submitted to the ENGINEER ' at least every 30 days. The CONTRACTOR shall indicate on the schedule those submittals/re-submittals that were added or updated. Payment will not be made for any material or equipment which does not comply with contract requirements. Failure to submit revised and/or updated Submittal Schedule as described will result in suspension of the processing of monthly Progress Payments by the PWD until the revised and/or updated Submittal Schedule is received. 3. Updated shop drawing schedule submittals shall be numbered consecutively as 01341-101, 01341-102, and so on. Resubmittals shall be identified with alpha subscripts as specified in this Section. 4. Submittals shall not be accepted by the ENGINEER until the submittal schedule has been approved by the ENGINEER. EASTERN WELLS 16-INCH 30 01340 WATER PIPELINE D. SUBMITTAL LIST ' The following general list of submittals is provided for the convenience of the CONTRACTOR in preparing his Submittal Schedule. The CONTRACTOR shall be ' required to furnish all submittals required by the Contract Documents. Pipe material Pipe fabrication Pipe support details Vaults ' Meters PART 2 - PRODUCTS (NOT USED) ' PART 3 - EXECUTION (NOT USED) END OF SECTION EASTERN WELLS 16-INCH 31 01340 LWATER PIPELINE SECTION 01400 ' QUALITY CONTROL PART 1 - GENERAL ' A. DESCRIPTION This Section covers quality control requirements supplementary to those of the Conditions of the Contract and other Sections of the Specifications. B. QUALITY ASSURANCE 1. Testing Laboratory Qualifications. Whether employed by the OWNER or CONTRACTOR, the Testing Laboratory shall be certified to conduct and perform testing services in the State and jurisdiction where the Work is located. All testing shall be performed under the direct supervision and control of a qualified registered professional engineer employed by the laboratory. 2. Foundation or Soils Engineer. The OWNER will employ and pay for the services of Civil Engineer registered in California specializing in Foundation or Soils ' Engineering to observe the specified portions of the Work and to supervise or perform testing pertaining to the observed Work. 3. Requirements of Regulatory Agencies. Refer to paragraphs 13.1.2, and 13.2.2 ' of Section 00700, "General Conditions." The Testing Laboratory will perform tests required by the ENGINEER at no cost to the CONTRACTOR. All other tests, inspections, permits, and approvals required by other regulatory agencies ' shall be furnished by the CONTRACTOR at its sole expense. 4. Source Quality Control. To the extent specified herein or in other Sections, the Testing Laboratory shall obtain samples of various materials at the source of supply and test the materials for compliance with the Contract Documents. The Testing Laboratory shall tag, seal, label, or otherwise suitably identify the bulk materials so sampled, and no such materials shall be used in the Work until the test reports are submitted to and approved by the ENGINEER. The applicable tests shall be repeated at the specified intervals, whenever the source of supply is changed, or whenever the characteristics of the materials change or vary in the opinion of the ENGINEER. 5. Factory Test Witnessing. To the extent specified or ordered by OWNER, the Testing Laboratory shall witness testing performed at the factory or supplier's test facility. Unless otherwise specified, the OWNER will pay the cost of factory test witnessing. 6. Inspection. Refer to paragraph 13.1 of Section 00700 "General Conditions." The CONTRACTOR shall give the ENGINEER not less than two (2) working days I written notice whenever its operations require the services of more than one Inspector. To the extent specified, the Testing Laboratory shall furnish specially qualified inspectors for various field inspections. EASTERN WELLS 16-INCH 32 01400 WATER PIPELINE r r C. SUBMITTALS 1. Laboratory Test or Inspection Reports. Each report shall be signed and certified by the supervising engineer of the Testing Laboratory. Unless otherwise specified, the Testing Laboratory shall submit five (5) copies of each report to the ENGINEER. 2. Foundation or Soils Engineer's Reports. These reports shall be certified and submitted to the ENGINEER. A copy of each report will be furnished to the CONTRACTOR by the ENGINEER. 3. Schedule of Testing Laboratory Services. The CONTRACTOR shall submit a schedule giving the dates and duration that the Testing Laboratory shall perform testing services or furnish special inspections. After this, the CONTRACTOR ' shall give the ENGINEER and Testing Laboratory not less than ten (10) working days written notice of any change in the schedule. PART 2- PRODUCTS (Not applicable to this Section) PART 3 - EXECUTION A SAMPLING Field samples will be selected and obtained by the Testing Laboratory or Inspector ' unless otherwise specified. B LABORATORY TEST PROCEDURES ' Testing shall conform to the requirements specified. If no procedure or test method is specified, testing shall comply with the material specification referenced unless otherwise directed by the ENGINEER. C CONTRACTOR FURNISHED ASSISTANCE When requested, CONTRACTOR shall furnish access, facilities, and labor assistance at the site as necessary for the duties to be performed by the Testing Laboratory and Inspector, including ladders, hoisting, temporary lighting, temporary water supply, and like services. Furnish a temporary concrete test cylinder curing cabinet conforming to ASTM C31, located as directed. D TEST SCHEDULE AND TEST COSTS The CONTRACTOR shall perform all certifying and testing requiring by the Contract ' Documents, other than what is scheduled in this Section, at its expense. The CONTRACTOR shall pay the OWNER, in accordance with Paragraph 13.1 of Section 00700, "General Conditions", any cost the OWNER incurs for tests when the tested material or equipment fails the test and for retesting caused by failure disclosed in previous tests. 1 EASTERN WELLS 16-INCH 33 01400 WATER PIPELINE r rE TEST COSTS PAID BY OTHERS ' 1. Testing of pipe bedding materials 2. Making and testing concrete test cylinders. 3. Sampling and testing of Portland Cement and concrete aggregates, field slump tests and air entrainment test. 4. Concrete inspection PART 4 - PAYMENT Payment for the Work in this Section shall be included as part of the lump sum or unit price bid for which such Work is appurtenant thereto and no additional payment will be made specifically for the Work in this Section. END OF SECTION 1 1 1 1 r r 1 1 r r EASTERN WELLS 16-INCH 34 01400 WATER PIPELINE SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT ' PART 1 - GENERAL A DESCRIPTION ' 1. CONTRACTOR shall make all arrangements for transportation, delivery, receiving and handling of products required for prosecution and completion of the Work. 2. Shipments of products to CONTRACTOR or Subcontractors shall be delivered to the Site only during regular working hours. Shipments shall be addressed and consigned to the proper party giving name of Project, street number and city. Shipments shall not be delivered to PWD except where otherwise directed. 3. If necessary to move stored products during construction, CONTRACTOR shall move them without any additional compensation. B PREPARATION FOR SHIPMENT 1. When practical, factory assemble products. Match mark or tag separate parts and assemblies to facilitate field assembly. Cover machined and unpainted parts that may be damaged by the elements with a strippable protective coating. 2. Package products to facilitate handling and protect from damage during shipping, handling, and storage. Mark or tag outside of each package or crate to indicate ' its purchase order number, bill of lading number, contents by name, PWD's contract name and number, CONTRACTOR, equipment number, and approximate weight. Include complete packing lists and bills of materials with each shipment. 3. Protect products from exposure to the elements and keep thoroughly dry and ' dust free at all times. Protect painted surfaces against impact, abrasion, discoloration, or other damage. Grease or oil all bearings and similar items. 4. Do not have products shipped until related Shop Drawings have been approved by PWD. ' C ]DELIVERY 1. Arrange deliveries of products in accordance with progress schedules and in ample time to facilitate inspection prior to installation. 2. Coordinate deliveries to avoid conflict with Work and conditions at Site and to accommodate the following: a. Work of other contractors or PWD. b. Limitations of storage space. C. Availability of equipment and personnel for handling products. ' d. PWD's use of premises. EASTERN WELLS 16-INCH 35 01610 WATER PIPELINE 3. Have products delivered to Site in manufacturer's original, unopened, labeled containers. Keep PWD informed of delivery of all equipment to be incorporated in the Work. 4. Clearly mark partial deliveries of component parts of equipment to identify the equipment, to permit easy accumulation of parts and to facilitate assembly. 5. Immediately on delivery, inspect shipment to ensure: a. Product complies with requirements of Contract Documents and reviewed submittals. ' b. Quantities are correct. C. Containers and packages are intact and labels are legible. d. Products are properly protected and undamaged. 6. Promptly remove damaged products from the Site and expedite delivery of new, undamaged products. Remedy incomplete or lost products to provide that specified, so as not to delay progress of the Work. D PRODUCT HANDLING 1. Provide equipment and personnel necessary to handle products, including those provided by PWD, by methods to prevent soiling or damage to products or packaging. r2. Provide additional protection during handling as necessary to prevent scraping, marring or otherwise damaging products or surrounding surfaces. 3. Handle products by methods to prevent bending or overstressing. 4. Lift heavy components only at designated lifting points. 5. Handle products in a safe manner and as recommended by manufacturer to prevent damage. Do not drop, roll or skid products off delivery vehicles. Hand ' carry or use suitable materials handling equipment. PART 2 - PRODUCTS (NOT USED) PART 3- EXECUTION (NOT USED) END OF SECTION EASTERN WELLS 16-INCH 36 01610 ' WATER PIPELINE SECTION 01710 CLEAN-UP PART 1 - GENERAL A REMOVAL OF DEBRIS DURING CONSTRUCTION ' 1. During its progress, the work and the adjacent areas affected thereby shall be kept cleaned up and all rubbish, surplus materials and unneeded construction equipment shall be removed and all damage repaired. 2. Where material or debris has washed or flowed into or has been placed in watercourses, ditches, gutters, drains, catch basins, or elsewhere as a result of the CONTRACTOR's operations, such material or debris shall be entirely removed and disposed of during progress of the work, and the watercourses, ditches, gutters, drains, catch basins, and other facilities cleaned and kept in a neat, clean and functioning condition. B FINAL CLEANING 1. On or before the completion of the work, the CONTRACTOR shall, unless otherwise directed in writing by the OWNER's representative, tear down and remove all temporary buildings and structures built by it; shall remove all temporary works, tools and machinery or other construction equipment furnished by it; shall remove, acceptably disinfect, and cover all organic matter and material containing organic matter in, under and around privies, houses and other building used by it; shall remove all rubbish from any grounds which it has occupied; and shall leave the roads and all parts of the premises and adjacent property affected by its operations in a neat and satisfactory condition. 2. The CONTRACTOR shall restore or replace, subject to the approval of the OWNER, any property damaged by its work, equipment or employees, to a condition at least equal to that existing immediately prior to the beginning of operations. Suitable materials, equipment and methods shall be used for such restoration as approved by the OWNER, or as required elsewhere in these specifications. PART 2 - PRODUCTS (Not Applicable) rPART 3 — EXECUTION (Not Applicable) PART 4 - PAYMENT Payment for the Work in this Section shall be included as part of the lump sum or unit ' price bid for which such Work is appurtenant thereto and no additional payment will be made specifically for the Work in this Section. END OF SECTION EASTERN WELLS 16-INCH 37 01710 WATER PIPELINE SECTION 02200 rSTRUCTURAL EARTHWORK PART 1 -GENERAL A. DESCRIPTION This section includes excavation, backfilling, materials, testing, and shoring for structures. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 rC. TESTING FOR COMPACTION Testing for compaction shall conform to Section 02223. D. DEFINITION OF ZONES 1. Pavement and street zones shall be as specified in Section 02223. 2. Backfill zone is the backfill from the bottom of the structure excavation to the bottom of the street zone in paved areas or to the existing surface in unpaved areas. ' E. PERMITS All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County PFRD, the city having jurisdiction, or any other affected agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. 1 PART 2 - MATERIALS Native earth backfill, imported backfill material, granular material, imported sand, and crushed rock shall conform to the requirements of Section 02223. EASTERN WELLS 16-INCH 38 01710 WATER PIPELINE PART 3- EXECUTION A. COMPACTION REQUIREMENTS 1. Backfill in Street Zone: 90% relative compaction 2. Structural Backfill: 90% relative compaction 3. Gravel Base: 90% relative compaction 4. Adjacent to existing structures: 95%relative compaction B. SIDEWALK PAVEMENT AND CURB REMOVAL 1. Saw cut bituminous or concrete pavements regardless of their thickness, and curbs and sidewalks prior to excavation for the structure in accordance with the requirements of the City, or agency having jurisdiction. Curbs and sidewalks that are damaged in the course of construction are to be cut and removed and replaced from joint to joint 2. Haul removed pavement and concrete materials from the site to a proper disposal facility. These materials are not permitted for use as backfill. If the material to be removed exceeds 50 cubic yards, the contractor shall obtain a haul route permit ' from the City(s) having jurisdiction. C. DE-WATERING 1. Provide and maintain means and devices to continuously remove and dispose of all water entering the excavation during construction of the structure and all backfill operations. 2. Dispose of the water in a manner to prevent damage to adjacent property and pipe trenches. 3. Do not allow water to rise in the excavation until backfilling around and above the structure is completed. 4. Reporting shall conform to the requirements of the City of San Juan Capistrano's NPDES permit requirements. 5. In no event shall the sewer system be used as a drain for de-watering. D. STRUCTURg EXCAVATION 1. Structure excavation shall include the removal of all material of whatever nature necessary for the construction of structures and foundations in accordance with the plans and these specifications. 2. The sides of excavations for structures shall be sufficient to leave at least a 2-foot clearance, as measured from the extreme outside of formwork or the structure, as the case may be. 3. The contractor shall dispose of surplus material in accordance with Section 02223. EASTERN WELLS 16-INCH 39 01710 WATER PIPELINE E. CORRECTION OF OVER EXCAVATION 1. Where excavation is inadvertently carried below design depths, suitable provision shall be made by the contractor to adjust construction, as directed by the PWD Representative to meet requirements incurred by the deeper excavation. 2. No earth backfill will be permitted to correct over excavation beneath structures. 3. Over excavation shall be corrected by backfilling with crushed rock or concrete, as directed by the PWD Representative. F. BRACING 1. The contractor's design and installation of bracing and sheeting shall take the ' necessary precautions to be consistent with the rules, orders, and regulations of the State of California Construction Safety Orders. 2. Excavations shall be so braced, sheeted, and supported that they will be safe, such that the walls of the excavation will not slide or settle and all existing improvements of any kind, either on public or private property, will be fully protected from damage. 3. The sheeting, shoring, and bracing shall be arranged so as not to place any stress on portions of the completed work. 4. Carefully remove sheeting, shoring, bracing, and timbering to prevent the caving or collapse of the excavation faces being supported. G. BACKFILL ' 1. After structures and foundations are in place, backfill shall be placed to the original ground line or to the limits designated on the plans. 2. No material shall be deposited against concrete structures until the concrete has reached a compressive strength of at least 3,000 pounds per square inch as tested per Section 03300. 3. Imported sand or granular material shall be placed in horizontal layers not exceeding 8 inches in depth. 4. Each layer of backfill material shall be moistened and thoroughly tamped, rolled, or otherwise compacted to the specified relative density. 5. Carefully operate compaction equipment near structures to prevent their displacement or damage. Structural fill is to be placed and compacted in uniform layers around all sides of the structure. EASTERN WELLS 16-INCH 40 01710 WATER PIPELINE H. PAVEMENT REPLACEMENT Pavement replacement shall be in accordance with the requirements of the City or the agency having jurisdiction. I. PE MITS An Encroachment Permit from the City having jurisdiction is required prior to any work within City right-of-way. All traffic control and pavement replacement work shall be in accordance with the requirements of the permit and the City Inspector. ' A permit from OSHA is required of any excavation exceeding 5 feet. Follow all restrictions of the required permits form other agencies. END OF SECTION r i i EASTERN WELLS 16-INCH 41 01710 WATER PIPELINE SECTION 02223 ' TRENCHING, BACKFILLING, AND COMPACTING PART 1 - GENERAL tA. DESCRIPTION This section includes materials, testing, and installation for trench excavation, backfilling, and compacting. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. C. TESTING FOR COMPACTION ' 1. Determine the density of soil in place by the use of a sand cone, drive tube, or nuclear tester. 1 2. Determine laboratory moisture-density relations of existing soils by ASTM D 1557. 3. Determine the relative density of cohesionless soils by ASTM D 2049. 4. Sample backfill materials by ASTM D 75. 5. Express "relative compaction" as the ratio, expressed as a percentage, of the in place dry density to the laboratory maximum dry density. 6. Compaction shall be deemed to comply with the specifications when no test falls below the specified relative compaction. 7. The Contractor shall secure the services of a qualified testing laboratory, ' acceptable to the PWD, and pay the costs of all testing work. Test results shall be furnished to the PWD Representative. 1 D. PAVEMENT ZONE The pavement zone includes the asphalt concrete and aggregate base pavement section placed over the trench backfill. E. STREET ZONE The street zone is the top 18 inches of the trench in paved areas, or the depth determined by the jurisdictional agency. EASTERN WELLS 16-INCH 42 02223 WATER PIPELINE F. TRENCH ZONE The trench zone includes the portion of the trench from the top of the pipe zone to the bottom of the street zone in paved areas or to the existing surface in unpaved areas. G. PIPE ZONE The pipe zone shall include the full width of trench from the bottom of the pipe or conduit to a horizontal level 12 inches above the top of the pipe. Where multiple pipes or conduits are placed in the same trench, the pipe zone shall extend from the bottom of the lowest pipes to a horizontal level 12 inches above the top of the highest or topmost pipe. ' H. PIPE BASE 1 The pipe base shall be defined as a layer of material immediately below the bottom of the pipe or conduit and extending over the full trench width in which the pipe is bedded. Thickness of pipe base shall be a minimum of 4 inches, or as shown on the drawings or as 1 described in these specifications for the particular type of pipe installed. I. EXCESS EXCAVATED MATERIAL 1. The contractor shall make the necessary arrangements for and shall remove and dispose of all excess excavated material unless indicated differently in the special provisions for any job. 2. It is the intent of these specifications that all surplus material not required for backfill or the contractor at a proper disposal site shall properly dispose of fill. 3. No excavated material shall be deposited on private property unless written the contractor thereof secures written permission from the owner. Before the PWD will ' accept the work, the contractor shall file a written release signed by all property owners with whore he has entered into agreements for disposing excess excavated material, absolving the PWD from any liability connected therewith. ' 4. The contractor shall obtain a haul route permit from the city having jurisdiction. ' J. SAFETY 1. All excavations shall be performed, protected, and supported as required for safety ' and in the manner set forth in the operation rules, orders, and regulations prescribed by the Division of Industrial Safety of the State of California. 2. Barriers shall be placed at each end of all excavations and at such places as may be necessary along excavations to warn all pedestrians and vehicular traffic of such excavations. Lights shall also be placed along excavations from sunset each day to sunrise of the next day until such excavation is entirely refilled. 3. No trench or excavation shall remain open during non-working hours. The trench or excavation shall be covered with steel plates, spiked in place, or secured with temporary A.C. pavement around the edges, or backfilled. EASTERN WELLS 16-INCH 43 02223 WATER PIPELINE I I K. ACCESS IUnobstructed access must be provided to all driveways, water valves, hydrants, or other property or facilities that require routine use. L. BLASTING ' 1. Blasting for excavation will be permitted only after securing approval of the City having jurisdiction, and PWD Engineer, and only when proper precautions are taken for the protection of persons and property. 2. The contractor shall also obtain permission from the Orange County Fire Department before commencing blasting operations. 3. All aspects concerning safety, transportation and the use of explosives shall be in accordance with Article 8 of the CAL-OSHA State of California Occupational Safety and Health Standards. 4. The contractor's methods of blasting and procedure shall conform to all state laws and local ordinances. 5. A permit shall be obtained from all state and local authorities, having jurisdiction, prior to blasting. M. PERMITS All work shall conform to the specifications and requirements of the State of California 1 Department of Transportation, the Orange County PFRD, the city having jurisdiction, or and other agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. PART 2- MATERIALS IA. NATIVE EARTH BACKFILL 1. The use of native earth as backfill material will require the approval of the PWD Representative in all cases. 2. Native earth backfill, acceptable for use, shall be fine-grained material free from roots, debris, and rocks with a maximum dimension not larger than 4 inches. 3. Native backfill shall not be used in the pipe zone. B. IMPORTED BACKFILL MATERIAL 1. Whenever the excavated material is not suitable for backfill, the contractor shall arrange for and furnish suitable imported backfill material that is capable of attaining the required relative density. EASTERN WELLS 16-INCH 44 02223 WATER PIPELINE 1 2. The contractor shall dispose of the excess trench excavation as specified in the preceding section. Backfilling with imported material shall be done in accordance with the methods described herein. C. GRANULAR_MATERIAL Granular material shall be defined as soil having a minimum sand equivalent of 30 as determined in accordance with State of California, CALTRANS, Test "California 217," with not more than 20%passing a 200-mesh sieve. D. IMPORTED SAND Imported sand shall have a minimum sand equivalent of 30 per State of California, CALTRANS, Test "California 217" with 100% passing a 318-inch sieve and not more than 20% passing a 200-mesh sieve. Certification that the sand meets this requirement shall ' be provided. E. CRUSHED ROCK AND GRAVEL 1. Crushed rock shall be the product of crushing rock or gravel. Fifty percent of the particles retained on a 3/8-inch sieve shall have their entire surface area composed of faces resulting from fracture due to mechanical crushing. Not over 5%shall be particles that show no faces resulting from crushing. Less than 10%of the particles that pass the 318-inch sieve and are retained on the No. 4 sieve shall be weatherworn particles. Gravel shall not be added to crushed rock. 2. Gravel shall be defined as particles that show no evidence of mechanical crushing, are fully weatherworn, and are rounded. For pipe bedding, where gravel is specified, crushed rock may be substituted or added. 3. Where crushed rock or gravel is specified in the bedding details on the plans, the material shall have the following gradations: 314-Inch 1'/2-Inch 1-Inch Max Crushed Max Gravel Max Gravel Rock Sieve Size % Passing % Passing % Passing ' 2" 100 1'/2" 90 - 100 100 1" 20 - 55 90 - 100 100 1 314" 0 - 15 60- 80 90 - 100 1/2" 30- 60 3/8" 0 - 5 0 - 15 0- 20 No. 4 - 0 - 5 0 - 5 No. 8 - - - 4. Unless otherwise specified, 3/4-inch-maximum crushed rock shall be used for pipes with inside diameters of 30 inches and less. EASTERN WELLS 16-INCH 45 02223 WATER PIPELINE 1 F. SAND-CEMENT SLURRY ' Sand-cement slurry shall consist of two sacks (188 pounds) of Portland cement per cubic yard of sand and sufficient moisture for workability. PART 3- EXECUTION A. COMPACTION REQUIREMENTS 1. The developer shall engage the services of a qualified soils engineering firm to determine the relative compaction of the trench backfill. 2. If the backfill fails to meet the specified relative compaction requirements, the contractor shall rework the backfill until the requirements are met. The contractor shall make all necessary excavations for density tests as directed by the PWD Representative. Orange County PFRD, city having jurisdiction, or CALTRANS compaction requirements shall prevail in all public roads. ' 3. Compaction tests shall be performed at random depths and at 200-foot intervals and as directed by the PWD Representative. 4. Unless otherwise shown on the drawings or otherwise described in the specifications for the particular type of pipe installed, relative compaction in pipe ' trenches shall be as described below: a. Pipe zone and pipe base: 90% relative compaction b. Trench zone not beneath paving: 90% relative compaction. C. Trench zone to street zone in paved areas: 90% relative compaction. d. Street zone in paved areas: per agency requirements. The most stringent agency requirements shall prevail. e. Rock refill material for foundation stabilization: 90% relative density. f. Rock refill for over excavation: 90% relative density. B. MATERIAL REPLACEMENT Removal and replacement of any trench and backfill material that does not meet the specifications shall be the contractor's responsibility. ' C. CLEARING AND GRUBBING 1. Areas where work is to be performed shall be cleared of all trees, shrubs, rubbish, and other objectionable material of any kind which, if left in place, would interfere with the proper performance or completion of the contemplated work, would impair its subsequent use, or would form obstructions therein. ' 2. Organic material from clearing and grubbing operations will not be incorporated in the trench backfill. 3. Organic material from clearing and grubbing operations will be disposed of at a proper waste disposal facility. EASTERN WELLS 16-INCH 46 02223 WATER PIPELINE D. SIDEWALK, PAVEMENT, AND CURB REMOVAL 1. Saw cut bituminous or concrete pavements regardless of their thickness, and curbs and sidewalks prior to excavation for the structure in accordance with the requirements of the City, or the agency having jurisdiction. Saw cut, remove and replace from joint to joint all curbs and sidewalks damaged in the course of construction. 2. Haul removed pavement and concrete materials from the site, to a proper disposal facility. These materials are not permitted for use as trench backfill. If the material to be removed exceeds 50 cubic yards, the contractor shall obtain a haul route permit from the City(s) having jurisdiction. E. TRENCHING AND TUNNELING 1. Excavation for pipe, fittings, and appurtenances shall be open trench to the depth ' and in the direction necessary for the proper installation of the facilities as shown on the plans. ' 2. Trench banks shall be kept as near to vertical as possible and shall be properly braced and sheeted. ' 3. Tunneling will not be permitted. 4. The use of a jack and bore or hydraulic ram may be employed. F. BRACING 1. The contractor's design and installation of bracing and shoring shall be consistent with the rules, orders, and regulations of the State of California Construction Safety Orders. ' 2. Excavations shall be so braced, sheeted, and supported that they will be safe such that the walls of the excavation will not slide or settle and all existing improvements of any kind, either on public or private property, will be fully protected from ' damage. 3. The sheeting, shoring, and bracing shall be arranged so as not to place any stress on portions of the completed work until the general construction thereof has proceeded far enough to provide ample strength. 4. Care shall be exercised in the drawing or removal of sheeting, shoring, bracing, ' and timbering to prevent the caving or collapse of the excavation faces being supported. G. TRENCH WIDTHS 1. Excavation and trenching shall be true to line so that a clear space of not more ' than 8 inches or less than 6 inches in width is provided on each side of the largest EASTERN WELLS 16-INCH 47 02223 WATER PIPELINE outside diameter of the pipe in place measured at a point 12 inches above the top of the pipe. For the purpose of this article, the largest outside diameter shall be the ' outside diameter of the bell on bell and spigot pipe or the pipe collar. 2. Where the trench width, measured at a point 12 inches above the top of the bell of ' the pipe, is wider than the maximum set forth above, the trench area around the pipe shall be backfilled with crushed rock, Class B concrete, or slurry to form a cradle for the pipe as shown on the Drawing W-8 at the discretion of the PWD ' Representative. Concrete or slurry shall not be poured directly against the pipe. H. LENGTH OF OPEN TRENCH ' Within developed areas, the length of open trench may be restricted as determined by the encroachment permit from the city or the agency having jurisdiction. I. GRADE 1. Excavate the trench to the lines and grades shown on the drawings with allowance ' for pipe thickness and for pipe base or special bedding. 2. The trench bottom shall be graded to provide a smooth firm, and stable foundation ' that is free from rocks and other obstructions and shall be at a reasonably uniform grade. J. CORRECTION OF OVER EXCAVATION 1. Where excavation is inadvertently carried below the design trench depth, suitable provision shall be made by the contractor to adjust the excavation, as directed by ' the PWD Representative, to meet requirements incurred by the deeper excavation. 2. Over excavations shall be corrected by backfilling with approved graded crushed rock or gravel and shall be compacted to provide a firm and unyielding subgrade or foundation, as directed by the PWD Representative. ' K. DE-WATERING ' 1. The contractor shall provide and maintain at all times during construction ample means and devices with which to promptly remove and properly dispose of all water from any source entering the excavations or other parts of the work. De- watering shall be done by methods that will ensure a dry excavation and preservation of the final lines and grades of the bottoms of excavations. De- watering methods may include well points, sump points, suitable rock or gravel placed below the required bedding for drainage and pumping, temporary pipelines, ' and other means, all subject to the approval of the PWD Representative. 2. In no event shall the sewer, or storm drain system be used as drains for de- watering the construction trenches. 3. De-watering shall commence when groundwater is first encountered and shall be ' continuous until such times as water can be allowed to rise. No concrete shall be EASTERN WELLS 16-INCH 48 02223 WATER PIPELINE ' poured in water, nor shall water be allowed to rise around the concrete or mortar until it has set at least eight hours. ' L. FOUNDATION STABILIZATION ' 1. Whenever the trench bottom does not afford a sufficiently solid and stable base to support the pipe or appurtenances, the contractor shall excavate to a depth below the design trench bottom, as directed by the PWD Representative, and the trench ' bottom shall be backfilled with 314-inch rock and compacted to provide uniform support and a firm foundation. 2. Where rock is encountered, it shall be removed below grade and the trench shall be backfilled with graded gravel or crushed rock to provide a compacted foundation cushion with a minimum allowable thickness of 4 inches under the pipe foundation plane. 3. If excessively wet, soft, spongy, unstable, or similarly unsuitable material is encountered at the surface upon which the bedding material is to be placed, the unsuitable material shall be removed to a depth as determined in the field by the PWD Representative and replaced by crushed rock. ' M. EXCAVATED MATERIAL ' 1. All excavated material shall not be stockpiled in a manner that will create an unsafe work area or obstruct sidewalks or driveways. Gutters shall be kept clear or other satisfactory measures shall be taken to maintain street or other drainage. ' 2. In confined work areas, the contractor may be required to stockpile the excavated material off-site, as determined by the project permits. N. PLACING PIPE BASE 1. Place the specified thickness of pipe base material over the full width of trench and ' compact the material to the specified relative density. Grade the top of the pipe base ahead of the pipe to provide firm, uniform support along the full length of pipe. ' 2. Excavate bell holes at each joint to permit assembly and inspection of the entire joint. ' O. PLACING MOUNDS TO SUPPORT PIPE 1. As an alternate to placing imported sand pipe base material, the pipe may be supported on mounds of imported sand. 2. The mounds shall be of imported sand and extend the full trench width, The mounds shall provide a minimum of 6 inches of contact with the pipe. 3. The pipe shall be supported to maintain its design line and grade. EASTERN WELLS 16-INCH 49 02223 L WATER PIPELINE 4. The mounds shall be located 2'/z feet from the coupling of the pipe. ' P. BACKFILLING WITHIN PIPE ZONE 1. Backfill the pipe zone per the detailed piping specification for the particular type of ' pipe and per the following: 2. After pipe has been bedded, place pipe zone material simultaneously on both sides of the pipe, keeping the level of backfill the same on each side. Carefully place the material around the pipe so that the pipe barrel is completely supported and that no voids or un-compacted areas are left beneath the pipe. Use particular care in placing material on the underside of the pipe to prevent lateral movement ' during subsequent backfilling. 3. Compact material placed within 12 inches of the outer surface of the pipe by hand tamping only. Q. BACKFILL WITHIN TRENCH ZONE 1. Compact the trench zone per the detailed piping specification for the particular type of pipe and per the following: L 2. Push the backfill material carefully onto the backfill previously placed in the pipe zone. Do not permit free fall of the material until at least 2 feet of cover is provided over the top of the pipe. Do not drop sharp, heavy pieces of material directly onto the pipe or the tamped material around the pipe. 3. The remaining portion of the trench to the street zone or ground surface, as the case may be, shall be backfilled, compacted and/or consolidated by approved methods to obtain the specified relative compaction. a. Where densities are required which cannot be attained by water densified backfill the Engineer may authorize the use of impact, free fall or "Stomping" type equipment to supplement the densification of the backfill. The backfill shall be placed in horizontal layers of such depths as are ' considered proper for the type of compacting equipment being used in relation to the backfill material being placed. Each layer shall be evenly spread, properly moistened, and compacted to the specified relative density. The contractor shall repair or replace any pipe, fittings, manholes, or structures as directed by the PWD Representative damaged by the Contractor's operations. b. Consolidation of backfill performed by flooding, or jetting shall not be allowed. R. BACKFILL WITHIN STREET ZONE 1. The street zone within roadbed areas shall be compacted using approved hand, pneumatic, or mechanical type tampers to obtain the required relative compaction. 2. All work shall be done in accordance with the requirements and to the satisfaction of the city or the agency having jurisdiction. EASTERN WELLS 16-INCH 50 02223 WATER PIPELINE 3. Flooding and jetting will not be permitted in this Zone. S. SIDEWALK, PAVEMENT, AND CURB REPLACEMENT Replace bituminous and concrete pavement, curbs, and sidewalks damaged or removed during construction in accordance with the requirements of the city or the agency having jurisdiction. ' END OF SECTION r t t EASTERN WELLS 16-INCH 51 02223 ' WATER PIPELINE ' SECTION 02315 ' JACKED CASING PART 1 -GENERAL A. DESCRIPTION Tunneling by jacked casing, directional drilling, or a tunnel boring machine, method for ' highway, railroad, creek, and culvert crossings and other shallow depth tunnels, and carrier pipe installation. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3. Hydrostatic Testing of Pressure Pipeline: 15042 C. PERMITS All work shall conform to the specifications and requirements of the State of California Division of Occupational Safety, Mining and Tunneling Unit, State of California Department of Transportation, the Orange County PFRD, the city having jurisdiction, or and other agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. D. ALTERNATIVE METHODS The contractor may present an alternative detailed proposal in lieu of the methods and materials specked herein to jack or bore casing pipe at the locations shown on the plans. Any such proposal shall be presented to the PWD Representative a minimum of 14 calendar days in advance of the work to allow adequate time for checking, and must be in accordance with all the conditions set forth in the permits. E. SAFETY The Contractor shall obtain from the Division of Industrial Safety a classification for each bore exceeding 30-inches in diameter. It shall be the Contractor's responsibility to see that the work is done in conformance with the state requirements. It shall also be the Contractor's responsibility to call the required safety meeting with representatives from the State Division of Industrial Safety prior to beginning the construction of each bore. ' EASTERN WELLS 16-INCH 52 02315 ' WATER PIPELINE ' F. SCHEDULING ' If the pipeline is not installed within the casing as a continuous operation following completion of jacking, then bulkhead the portals and backfill the approach trenches and later reopen them for pipe installation. G. LINE AND GRADE 1. The contractor's attention is called to the fact that the casing pipe must be installed to the tolerances listed on the plans so as to permit the construction of the carrier pipe to the lines and grades shown on the plans. 2. It is the contractor's responsibility to choose a size of casing at or above the minimum specified, to insure that the jacking is done with a high degree of accuracy to permit installation of the carrier pipe to the grades shown on the plans. H. DESIGN ' 1. It is the contractor's responsibility to retain an engineer to design a casing that meets or exceeds the minimum specified, and to insure that the casing is compatible with the jacking machine, and the boring head used. PART 2- MATERIALS A. STEEL CASING 1. New steel casing pipe, unless otherwise approved by the PWD Representative, shall be butt-welded sheets conforming to ASTM A 245, commercial grade or of ' plate conforming to ASTM A 283, Grade C. 2. The minimum size and thickness of casing pipes for insertion of various sizes of carrier pipes shall be as described below, unless a larger or heavier wall casing pipe is required by the agency having jurisdiction over the road or railroad crossing: ' Pipe Size Min. O.D. Casing Size Min. Wall Thickness Inches (Inches) (inches) 4 10-314 114 6 12-314 114 8 16 114 ' 12 20 5116 16 28 318 3. It is the contractor's responsibility to retain a design engineer to choose a size of casing at or above the minimum specified, in order that the jacking may be done with a sufficient degree of accuracy to permit installation of the carrier pipe to the grades shown on the plans. The Contractor may select a greater thickness and diameter as convenient for method of work and loadings involved, as suitable for ' the site and as limited by possible interferences, but at no additional cost to PWD. EASTERN WELLS 16-INCH 53 02315 ' WATER PIPELINE 1 If specified on the plans, provide 2-inch grout connections spaced at the top and bottom for casing 30-inches and larger in diameter per detail Drawing W-10. Casing sections shall be joined by full-circumference butt-welded in the field. Prepare ends of casings for welding by providing Y4-inch X 45 degree chamfer on outside edges. Casings shall be protected from corrosion. The contractor or Design Engineer shall employ the services of a California licensed Corrosion Engineer or a NACE International Certified Corrosion specialist for the design of the casing corrosion protection system. B. GROUT 1. Grout shall consist of Portland cement and water or of Portland cement, sand, and water; and all grout mixtures shall contain 2% of bentonite by weight of the cement. r2. Portland cement, water and sand shall conform to the applicable requirements of the concrete section (Section 03300), except that sand to be used shall be of such 1 fineness that 100%will pass a standard 8-mesh sieve and at least 45%, by weight, will pass a standard 40-mesh sieve. 3. Bentonite shall be a commercial-processed powdered bentonite, Wyoming type, such as Imacco-gel, Black Hills, or equal. 4. The grout shall have a minimum penetration resistance of 100 psi in 24 hours when tested in accordance with ASTM C403 and a minimum compressive strength of 300 psi in 28 days when tested in accordance with ASTM 0495 of C109 ' C. STAINLESS STEEL SPACERS Casing spaces shall be bolt on style with a two-piece shell made of 316 stainless steel of a minimum 14-gauge thickness. Each shell section shall have bolt flanges formed with fins for added strength. Each connection flange shall have a minimum of three 5116 inch 316 stainless bolts. The shell shall be lined with a ribbed PVC extrusion with a retaining section that overlaps the edge of the shell and prevents slippage. Bearing surfaces (runners) made from UHMW polymer with a static coefficient of friction of 0.11 - 0.13 shall be attached to support structures (risers). 316 stainless fasteners that are inserted through the punched riser section and welded for strength shall attach the runners mechanically. Risers shall be made of 316 stainless of a minimum 14 gauge. All risers over 2 inches in height shall be reinforced. Risers shall be welded to the shell. All metal surfaces shall be fully passivated. Casing spacers shall be as specified on the plans. ' D. END SEAL ' End seals shall be virgin Buna-s or Virgin SBR with 316 stainless steel bands. E. SACRIFICIAL ANODES FOR CATHODIC PROTECTION 1. Anodes for cathodic protection of steel casing shall be 2-inch by 2-inch by 60- inch high purity zinc anodes, bagged in calcium sulfate and bentonite backfill. EASTERN WELLS 16-INCH 54 02315 ' WATER PIPELINE r r 2. The anodes shall be cad welded to the casing with No. 6 High Molecular Weight Polyethylene (HMWPE) covered, stranded copper lead wire. PART 3 -EXECUTION A. SECTIONAL SHIELD OR JACKING HEAD 1. Fit a sectional shield or steel jacking head to the leading section of the casing. The shield or head shall extend around the outer surface of the upper two-thirds of the casing and project at least 18 inches beyond the driving end of the casing. It shall not protrude more than 1/2 inch beyond the outer casing surface. 2. Anchor the head to prevent any wobble or alignment variation during the jacking operation. 3. To avoid loss of ground outside the casing, cant' out excavation entirely within the ' jacking head and not in advance of the head. In general, excavated material shall be removed from the casing as jacking progresses and no accumulation of excavated material within the casing will be permitted. 4. A jacking band to reinforce the end of the pipe receiving the jacking thrust will be required. B. JACKING PIT 1. The approach trench for jacking or boring operations shall be adequately shored to safeguard existing substructures and surface improvements and to ensure against ground movement in the vicinity of the casing portal. 2. Place in the approach trench of jacking pit and firmly bed on the required line and grade heavy guide timbers, structural steel, or concrete cradle of sufficient length to provide accurate control of jacking alignment. Provide adequate space to insert the casing lengths to be jacked. Anchor the timbers and structural steel sections to ensure action of the jacks in line with the axis of the casing. Place a timber or structural steel bearing block between the jacks and the end of the casing to provide uniform bearing upon the casing end evenly distribute the jacking ' pressure. C. CONTROL OF ALIGNMENT AND GRADE rControl the application of jacking pressure and excavation of material ahead of the advancing casing to prevent it from becoming friction bound or deviating from required line and grade, as detailed in the plans. Do not encroach upon the minimum annular space detailed. Restrict the excavation of material to the least clearance necessary to prevent binding in order to avoid settlement or possible damage to overlying structures or utilities. r EASTERN WELLS 16-INCH 55 02315 WATER PIPELINE 1 1 D. GROUTING Immediately after completion of the jacking or boring operation, lean grout shall be injected ' through the grout connections of casings 30-inches and larger in a manner that will completely fill all voids outside the casing pipe resulting from the jacking or boring operation. The lean grout shall consist of one part Portland cement, four parts sand, and sufficient water to produce a workable mixture. Grout pressure is to be controlled so as to avoid deformation of the casing and/or avoid movement of the surrounding ground. Sand for grout to be placed outside the casing shall be of such fineness that 100% will pass a No. 8 sieve and not less than 35% will pass a No. 50 sieve. After completion of grouting, the grout connections shall be closed with cast-iron threaded plugs. E. INSTALLATION OF CARRIER PIPE 1. The carrier pipe shall be pushed into the casing pipe using stainless steel casing spacers, which shall be sized to restrain the pipe from moving within the casing. If the casing has deviated from the design line and grade; specifically fabricated casing spacers may be used to correct the problem. 2. The casing pipe spacers shall be place so as to support all of the carrier pipes within two feet or less of the end of the casing pipe. Unless noted otherwise in the plans, casing pipe spacers shall be placed at a minimum of one at the bell end and one at the center of each length of pipe. If alternate pipe material is used the spacing shall be as detailed in the plans. 3. Before sealing the carrier pipe ends, the carrier pipe shall pass an initial pressure test per Section 15042. F. SEALING ENDS OF THE CASING The ends of the casing pipe shall be sealed with a rubber shroud, held in place with stainless steel straps, as shown on Standard detail W-10. The diameters and lengths of the end seals shall be sized to fit each casing pipe and carrier pipe to assure a positive barrier to backfill debris and seepage. G. INSTALLING SACRIFICIAL ANODES FOR CATHODIC PROTECTION 1. One sacrificial anode shall be buried at each end of the casing as shown in Standard Detail W-10. 1 2. Lead wire shall be cad welded to the casing in accordance with Erico Engineering Specification No. A160-A05. 3. Cover each weld with Royston "Handy Cap." 4. Each anode shall be saturated with 20 gallons of water, prior to backfill of the trench. EASTERN WELLS 16-INCH 56 02315 WATER PIPELINE 1 1 ' H. CLOSING THE JACKING PIT After jacking equipment and muck from the tunnel have been removed from the approach trench of jacking pit, prepare the bottom of the jacking pit as a pipe foundation. Remove all loose and disturbed material below pipe grade to undisturbed earth and recompact the ' material in accordance with Section 02223. END OF SECTION r r EASTERN WELLS 16-INCH 57 02315 WATER PIPELINE ' SECTION 02461 ASPHALT PAVEMENT ' PART 1 - GENERAL A. DESCRIPTION ' CONTRACTOR shall provide all tools, equipment, materials, labor and services for furnishing, placing and compacting of asphalt concrete pavement and base to the lines, grades and dimensions shown on the Drawings and as specified herein. Where any permit requirements exceed the requirements of this Section, the permit requirements shall govern. B. SYSTEM ' The Work of this Section shall include the construction of asphalt concrete pavement, including all asphaltic tack coats, prime coats, seal coats and traffic striping as required, specified herein, or indicated on the Drawings. C. STANDARD SPECIFICATION I Except as supplemented or specifically modified herein or shown otherwise on Drawings, the entire work under this Section shall be in compliance with the provisions in the applicable Sections of the latest Edition and Supplement of the Standard Specifications for Public Works Construction of the Joint Cooperative Committee of the APWA-AGC, (SSPWC), also known as the "Green Book", and with the City of Montclair General Permit Conditions and Utility Trench Specifications. In case of conflict between any requirements set forth in this Section and any provisions of the foregoing Standard ' Specifications the requirements set forth herein shall govern. PART 2 - PRODUCTS A. BASE COURSE Aggregate base where required by the ENGINEER shall consist of crushed aggregate base materials graded to conform to Section 200-2.2 of the latest Edition of the Standard Specifications for Public Works Construction. ' B ASPHALT CONCRETE shall conform to the requirements of Section 203-6 of the SSPWC for C1-AR-4000, unless otherwise shown on the Drawings or required by local conditions. C ASPHALT BINDER Asphalt binder to be mixed with aggregate shall be liquid asphalt or paving asphalt AR 4000, in accordance with Standard Specifications, Section 203-1, "Paving Asphalt" of the SSPWC. Liquid asphalt shall conform to the provisions in Standard Specification Section 203-2, "Liquid Asphalt", of the SSPWC Paving asphalt to be mixed with ' aggregate shall be a steam-refined asphalt conforming to the provisions in Section 203-1, "Paving Asphalt" of the SSPWC. EASTERN WELLS 16-INCH 5$ 02461 WATER PIPELINE ' D PRIME COAT shall be SC-250 liquid asphalt conforming to the requirements of Section 203-2 of the SSPWC, or as determined by the OWNER. E PAINT BINDER Paint binder for tack coat shall be emulsified asphalt conforming to the provisions in ' Section 203-3 "Emulsified Asphalt" of the SSPWC. F TACK COAT shall be type SS-1h grade emulsified asphalt conforming to the requirements of Section 203-3 of the SSPWC. PART 3 - EXECUTION A GENERAL CONTRACTOR shall conform to the requirements of Sections 203-6 and 301-1 of the SSPWC, the City of Montclair General Permit Conditions and Utility Trench Specifications, and as stated herein. 1. Pavement Thickness. Asphalt concrete shall be spread and compacted in a ' single layer to provide a uniform compacted thickness of .40 feet or .10 feet greater than the existing paving, whichever is greater. 2. Pavement Width. Base and asphalt concrete pavement shall be a minimum of 24-inches (12-inches each side) wider than the trench width at the existing grade. B BASE COURSE Specified aggregate base shall be constructed where the ENGINEER directs and shall be graded and compacted to provide the designated uniform grades and cross sections ' to receive asphalt concrete paving. Conform with the applicable requirements of Section 301-1 of the SSPWC- Base course shall be eight(8) inches compacted thickness or one (1) inch greater than the existing base, whichever is greater. C PRIME COAT Application of prime coat shall comply with the applicable requirements of Sections ' 203-2 and 302-5 of the SSPWC. Prime coat shall be uniformly distributed over completed subgrade and/or aggregate base course at the application rate of 0.25-gallons per square yard, unless the OWNER specifies a different application rate at the time the work is performed. 1 D ASPHALT CONCRETE PAVING Asphalt concrete paving of total thicknesses shown on the Drawings for various locations shall be constructed over completed and primed subgrade and/or aggregate base course. Construction shall conform to the applicable requirements of Section ' 302-5 of the SSPWC. E TACK COAT ' In conformance with the applicable requirements specified in Sections 203-3 and 302-5 of the SSPWC, tack coat shall be applied to all vertical surfaces of walls, headers, concrete slabs, pavement joints, and similar faces against which asphalt concrete pavement is to be placed. EASTERN WELLS 16-INCH 59 02461 1 WATER PIPELINE 1 F SEAL COAT ' A fog seal coat shall be required on all new asphalt concrete surfaces. After 14 days following placement of the asphalt surfacing, the fog seal coat shall be applied at a rate of 0.05 gallon-per-square-yard. Asphalt emulsion shall conform to Sections 37, 39 and ' 94 of the State Standard Specifications. G PAVEMENT TRAFFIC STRIPING ' Following completion of all paving operations, the CONTRACTOR shall replace all pavement striping disturbed or destroyed during construction, to match the original markings. Materials for painting shall be in accordance with the OWNER's Standard ' Plans and Special Provisions. PART 4 - PAYMENT Payment for the Work in this Section shall be included as part of the lump sum or unit price bid for which such Work is appurtenant thereto and no additional payment will be 1 made specifically for the Work in this Section. ' END OF SECTION EASTERN WELLS 16-INCH 60 02461 WATER PIPELINE i ' SECTION 03300 CONCRETE ' PART 1 - GENERAL A. DESCRIPTIgN ' This section describes concrete materials, mixing, placement, form work, reinforcement and curing. ' B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, ' unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the ' extent required for proper performance of this work. 1. Structure Excavation: 02200 iPART 2- MATERIALS i A. CONCRETE 1. All Portland cement concrete shall conform to the provisions of Section 90 of the "State Specifications" except as herein modified. i2. Portland cement concrete shall be composed of Portland cement, fine aggregate, coarse aggregate, and water proportioned and mixed to produce a smooth dense ' workable mixture. It can be of the ready-mix variety as produced by any reliable ready-mix concrete firm. i 3. Portland cement, including Portland cement used in precast products, shall be Type II conforming to ASTM C 150. ' 4. Concrete mix design shall conform with ASTM C 94. Use classes of concrete as described in the following table. EASTERN WELLS 16-INCH 61 03 300 i WATER PIPELINE Minimum28-Day Compressive Cement Content Class Type of Work Strength On si A Concrete for all 3,000 reinforced structures, piers, vaults B Concrete for anchors, 2,000 thrust blocks, encase- ments, slope protection cutoff walls, cradles ' and miscellaneous unreinforced concrete ' B. REINFORCING STEEL 1. Reinforcement shall conform to ASTM A 615, Grade 40. ' 2. Fabricate reinforcing steel in accordance with the current edition of the Manual of Standard Practice, published by the Concrete Reinforcing Steel Institute. Bend ' reinforcing steel cold. 3. Detiver reinforcing steel to the site bundled and tagged with identifying tags. ' C. WELDED WIRE FABRIC Welded wire fabric shall conform to ASTM 185. ' D. TIE WIRE ' Tie wire shall be 16-gage minimum, black, soft annealed. E. BAR SUPPORTS ' Bar supports in beams and slabs exposed to view after form stripping shall be galvanized or plastic coated. Use concrete supports for reinforcing in concrete placed on grade. F. FORMS ' 1. Forms shall be accurately constructed of clean lumber and shall be of sufficient strength and rigidity to hold the concrete and to withstand the necessary pressure and tamping without deflection from the prescribed lines. ' 2. The surface of forms against which concrete is placed shall be smooth and free from irregularities, dents, sags, or holes. The surface shall leave uniform form marks conforming to the general lines of the structure. EASTERN WELLS 16-INCH 62 03300 1 WATER PIPELINE r rPART 3 - EXECUTION A. EXCAVATION Excavation for structures shall be in accordance with Section 02200. B. FORM WORK ' 1. The contractor shall notify the PWD Representative a minimum of one working day before the placement of concrete to enable the PWD Representative to check the form lines, grades, and other required items for approval before placement of concrete. ' 2. Unless otherwise indicated on the plans, all exposed sharp edges shall be chamfered with at least 314- by 314-inch triangular fillets. r3. Before placing concrete; the form surface shall be clean and coated with form oil of high penetrating qualities. C. REINFORCEMENT 1. Place reinforcing steel in accordance with the current edition of Recommended Practice for Placing Reinforcing Bars, published by the Concrete Reinforcing Steel Institute. 2. All reinforcing steel shall be of the required sizes and shapes and placed where shown on the drawings or prescribed by the PWD Representative. ' 3. Do not straighten or rebend reinforcing steel in a manner that will injure the material. Do not use bars with bends not shown on the drawings. 4. All bars shall be free from rust, scale, oil, or any other coating which would reduce or destroy the bond between concrete and steel. ' 5. Position reinforcement steel in accordance with the drawings and secure by using annealed wire ties or clips at intersections and support by concrete or metal supports, spacers, or metal hangers. Do not place metal clips or supports in ' contact with the forms. Bend tie wires away from the forms in order to provide the specified concrete coverage. Bars additional to those shown on the drawings, which may be found necessary or desirable by the Contractor for the purpose of securing reinforcement in position, shall be provided and paid for by the Contractor. 6. Place reinforcement a minimum of 2 inches clear of any metal pipe or fittings. ' 7. The reinforcement shall be so secured in position that it will not be displaced during the placement of concrete. rS. All reinforcing steel and wire mesh shall be completely encased in concrete. 1 EASTERN WELLS 16-INCH 63 03300 ' WATER PIPELINE 9. Secure reinforcing dowels in place prior to placing concrete. Do not press dowels into the concrete after the concrete has been placed. ' 10. Minimum lap for all reinforcement shall be 20 bar diameters. 11. Place additional reinforcement around the pipe or opening as indicated in the drawings. 12. Wire mesh reinforcement is to be rolled flat before being placed in the form. Support and tie wire mesh to prevent movement during concrete placement. 13. Extend welded wire fabric to within 2 inches of the edges of the slab. Lap splices at least 1-112 courses of the fabric and a minimum of 6 inches. Tie laps and splices securely at ends and at least every 24 inches with 16-gage black annealed steel wire. Pull the fabric into position as the concrete is placed by means of hooks, and ' work concrete under the steel to ensure that it is at the proper distance above the bottom of the slab. ' D. EMBEDDED ITEMS All embedded bolts, dowels, anchors, and other embedded items shall be held correctly in place in the forms before concrete is placed. E. MIXING AND PLACING CONCRETE 1. Concrete, either commercial of on-site ready mix or batch mixed, shall be placed in the forms before taking its initial set. 2. No concrete shall be placed in water except with permission of the PWD Representative. 3. As the concrete is placed in the forms, or in excavations to be filled with concrete, it shall be thoroughly settled and compacted throughout the entire layer by internal vibration and tamping bars. r4. All concrete surfaces upon which or against which the concrete is to be placed, and to which new concrete is to adhere, shall be roughened, thoroughly cleaned, ' wet, and grouted before the concrete is deposited. F. CONCRETE FINISHING ' 1. Immediately upon the removal of forms, all voids shall be neatly filled with cement mortar. ' 2. The surfaces of concrete to be permanently exposed to view must be smooth, free from projections, and thoroughly filled with mortar. 3. Exposed surfaces of concrete not finished against forms, such as horizontal or sloping surfaces, shall be screened to a uniform surface and worked with suitable tools to a smooth mortar finish. EASTERN WELLS 16-INCH 64 03300 WATER PIPELINE G. PROTECTION AND CURING OF CONCRETE ' The contractor shall protect all concrete against damage. Exposed surfaces of new concrete shall be protected from the direct rays of the sun and from frost by being kept damp for at least two weeks after the concrete has been placed, or by using the "Hunt ' White Coverage" process or approved equal. H, BACKFILL tBackfill around structures shall be in accordance with Section 02200. END OF SECTION 1 1 r EASTERN WELLS 16-INCH 65 03300 WATER PIPELINE SECTION 03305 CONCRETE PAVING PART 1 - GENERAL ' A DESCRIPTION ' Contractor shall provide all tools, equipment, materials, labor and services for furnishing, placing, finishing and curing concrete to the grades and dimensions shown on the Contract Drawings and as specified herein. Where any permit requirements exceed the requirements of this Section, the permit requirements shall govern. B SYSTEM The Work of this Section shall include the construction of cast in place and precast concrete for site improvements, specified herein, or shown on the Contract Drawings. rEarthwork is included Section 02350 of these specifications. C STANDARD SPECIFICATION Except as supplemented or specifically modified herein or shown otherwise on the Contract Drawings, the entire work under this Section shall be in compliance with the provisions in the applicable Sections of the Edition that was in effect on the date that the Contract Drawings were signed and sealed by the Design Engineer and includes all ' Supplement(s) of the Standard Specifications for Public Works Construction (SSPWC) also known as the "Green Book". In case of conflict between any requirements set forth in this Section, the Contract ' Drawings and any provisions of the foregoing Standard Specifications the requirements shown on the Contract Drawings shall govern over the requirements set forth herein and the requirements set forth herein shall govern over the SSPWC. ' D SUBMITTALS ' Contractor shall submit Certificates of Compliance, signed by the manufacture for concrete mix design, including aggregate, cement, fly ash and reinforcing steel. Contractor shall submit additional supporting data upon request of the Engineer. PART 2— MATERIALS ' A CONCRETE MATERIALS ' Conform to the applicable portions of Section 201 of the SSPWC except as modified herein: Certificates of compliance, signed by the manufacture, shall be furnished for all cement and fly ash. Supporting data shall be furnished upon request of the Engineer. EASTERN WELLS 16-INCH 66 03305 WATER PIPELINE 1. Unless otherwise shown on the Contract Drawings, mix design shall be 520- C- 3250 ' 2. Portland Cement shall be Type 11 low alkali Portland cement conforming to ASTM C 150. 3. Type F fly ash shall conform to SSPWC 201-1.2.5 (b) and shall not exceed 20 ' by weight, of the total cementitious material. Type C fly ash shall not be allowed. 4. Water-cementitious ratio shall not exceed 0.45. 5. Maximum slump shall not exceed 4-inches for formed concrete and 5-inches for flat work. 6. Membrane curing compound shall be Type 1-D — Clear or translucent with fugitive dye. 7. Calcium Chloride shall not be allowed. B TRANSIT MIXED CONCRETE CERTIFICATION 1. The manufacture of the concrete shall furnish to the purchaser with each batch of concrete before unloading at the job-site, a delivery ticket on which is printed, stamped or written information concerning the concrete mix as follows: a. Name of ready-mix batch plant. b. Serial number of delivery ticket. C. Date and truck number. d. Name of Contractor. e. Work site name and location. f. Mix design or designation. g. Quantity of grout. h, Time and date of batching (time of first mixing of cement and ' aggregates). i. Type and brand of cement. j. Type, brand and weight of admixtures. k. Amount of cement (weight in pounds per cubic yard). I. Quantity of water (gallons) including moisture in aggregates. M. Space for water added at job-site (gallons) and name/initials of person authorizing the added water. 2. Not furnishing the above information shall be grounds for rejecting the grout mix. ' C REINFORCEMENT Conform to the applicable portions of Section 201 of the SSPWC except as modified herein.- 1. erein:1. Reinforcing bars shall be Grade 60 steel conforming to ASTM A 615. 2. Welded Wire Mesh shall conform to ASTM A 185. Wire gauge and dimensions shall be as shown on the Contact Drawings. 1 D CONCRETE FORMS Conform to applicable portions of Sections 303 and 303 of the SSPWC and the Local Agency standards except as modified herein: EASTERN WELLS 16-INCH 67 03305 WATER PIPELINE I. Ali reinforced concrete structures shall have both inside and outside forms and shall conform to Section 303-1.3. ' 2. Curbs Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways shall conform to Section 303-5.2 and the Local Agency Standards. In cases of conflict the Local Agency Standards shall prevail. E CRUSHED ROCK Crushed Rock shall be 1 Inch (25 mm) in conformance with Section 200-1.2 Table 200- 1.2 (A) of the SSPWC PART 3 - EXECUTION A GENERAL rAll concrete work shall conform to the applicable portions of Section of 303, the Contract Drawings and Local Agency Requirements. r1. Concrete shall be delivered to the work site in Transit Mixers (Transit mix concrete trucks) in accordance with Section 201-1.4.3 of the SSPWC. Certified weigh master certificates shall be delivered with each transit mix truck. 1 Hand mixing (1 cy or less) will be permitted in accordance with Section 201-1.4.4 of the SSPWC. B REINFORCING STEEL 1 Reinforcing steel shall be placed in accordance with the Contract drawings and Section 303-1.7 of the SSPWC. C CONCRETE STRUCTURES 1. Structural concrete shall be placed in accordance with the Contract drawings and ' Section303-1.8 of the SSPWC. 2. Compacted crushed rock (6-inch thick minimum) shall be placed as base material under all structures unless shown otherwise on the Contract Drawings. 3. Surface finish shall be in accordance with Section 303-1.9 of the SSPWC. 4. All concrete shall be cured by water or membrane compound methods in accordance with Section 303-1.10 of the SSPWC. D CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 1. Concrete curbs, walks, gutters, cross gutters, alley intersections access ramps and driveways shall be constructed in accordance with the Contract Drawings, Local Agency Requirements and Section 303.5 of the SSPWC. In case of conflicts, the Local Agency Standards shall prevail. 2. Minimum thickness of walks shall be 4-inch nominal. EASTERN WELLS 16-INCH 68 03305 WATER PIPELINE r r 3. Concrete finish shall conform to Section 303-5.5 of the SSPWC. In case of conflicts, the Local Agency Standards shall prevail. r END OF SECTION r r r r r r r r r 1 r 1 r 1 EASTERN WELLS 16-INCH 69 03305 ' WATER PIPELINE SECTION 03462 PRECAST CONCRETE VAULTS, AND METER BOXES PART1 - GENERAL A. DESCRIPTION This section includes the materials, manufacture, and installation of precast concrete vaults. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1) Structure Earthwork: 02200 2) Concrete: 03300 G. APPROVED MANUFACTURERS 1. Precast Vaults Brooks Products, Inc. Best Concrete Products Associated Concrete Products ' 2. Meter Boxes Eisel Enterprises, Inc. Brooks Products, Inc. 3. Joint Sealing Compound Quikseal manufactured by Associated Concrete Products 4. Water roofin 1 Grace Dehydratine 4 D. FRAMES AND COVERS All precast sections shall be provided with fabricated aluminum or steel frames and covers as specified or shown on the drawings and shall be built up so that the cover is flush with the surrounding surface unless otherwise specified on the drawings or by the PWD Representative in the field. E. METER BOXES 1. Precast concrete meter boxes shall be furnished and installed by the contractor unless noted otherwise. EASTERN WELLS 16-INCH 70 03462 WATER PIPELINE 2. Sizes shall be as specified on the standard drawings for the various sizes and types of services. 3. Any meter boxes to be requested for review as an equal must have identical lid and inside box dimensions. PART 2- MATERIALS A. PRECAST CONCRETE VAULT 1. Precast concrete vaults and covers shall be manufactured in a plant especially designed for that purpose and shall conform to the shapes and dimensions ' indicated on the plans. 2. Design loads shall consist of dead load, live load, impact, and in addition, loads due to water table and any other loads that may be imposed upon the structure. Live loads shall be for HS 20 per AASHTO standard specifications for highway bridges. Design wheel load shall be 16 kips. The live load shall be that which produces the maximum shears and bending moments in the structure. 3. The manufacture shall certify that the precast vault is fabricated to withstand the soil and loading conditions. B. METER BOX COVERS 1. All meter box covers shall be furnished with rectangular reading lids. 2. Concrete meter box covers shall be installed only in non-traffic locations. 3. Meter box covers within roadways or driveways shall be steel diamond plate designed to withstand highway loading. C. VAULT FRAMES AND COVERS I 1. Vault frames and covers shall be fabricated stainless steel or aluminum. 2. Covers shall be fabricated with supports to resist deflection. 3. All covers shall be hinged. Covers shall have hydraulic assists. 4. All covers shall be equipped with a hold-open mechanism. 5. All covers shall be equipped with a flush locking devices. 7. All vaults located within roadways or driveways shall have traffic covers. Vaults in all other locations shall have parkway covers unless specified otherwise by the PWD Representative. 8. A 6" by 12" hinged reading lid shall be positioned over a meter in a vault. D. JOINT SEALING COMPOUND The joint sealing compound shall be a permanently flexible plastic material complying in every detail to Federal Specification SS S-00210 (GSA-FSS) dated July 26, 1965. "Quickseal", or equal. EASTERN WELLS 16-INCH 71 03462 ' WATER PIPELINE E. WATERPROOFING Waterproofing shall be formulated to comply with Federal Specification SS-A-701- PART 3 - EXECUTION A. EARTHWORK 1. Excavation and backfill for precast concrete vaults shall be in accordance with Section 02200 and the requirements herein. 2. The Contractor shall prepare an excavation large enough to accommodate the structure and permit grouting of openings and backfilling operations. 3. The bottom of the structure shall be placed on 12 inches of compacted, crushed rock sub-base, graded level and to the proper elevation as shown on the plans. B. INSTALLATION 1. Openings or "knockouts" in precast concrete vaults shall be located as shown on ' the drawings and shall be sized sufficiently to permit passage of the largest dimension of pipe and/or coupling flange. Upon completion of installation, all voids or openings in the vault walls around pipes shall be filled with 3,000-psi concrete or mortar, using an approved epoxy for bonding concrete surfaces. 2. After the structure and all appurtenances are in place and approved, backfill shall be placed to the original ground line or to the limits designated on the plans. 3. All joints between precast concrete vault sections shall be made watertight. The sealing compound shall be installed according to the manufacturer's recommendations to provide a watertight joint that remains impermeable throughout the design life of the structure. 4. Frames and covers shall be built up so that the cover is flush with the surrounding surface unless otherwise specified on the drawings or by the PWD Representative in the field. The contractor is responsible for placing the cover at the proper elevation where paving is to be installed and shall make all necessary adjustments so that the cover meets these requirements. 5. Waterproofing shall be applied to the exterior walls of all buried vaults in accordance with the manufacturer's instructions. Protection shall be placed over the waterproofing to prevent damage. C. METER BOXES 1. Boxes shall be set true to line and to the grade of the top of the curb, sidewalk, or surrounding graded area. 2. Meter boxes are not to be set until the developer has completed fine grading for landscape grading. EASTERN WELLS 16-INCH 72 03462 WATER PIPELINE 3. Retaining walls may be required around meter boxes installed on slopes as determined by the PWD Representative. END OF SECTION r r EASTERN WELLS 16-INCH 73 03462 WATER PIPELINE SECTION 09900 PAINTING AND COATING PART 1 -GENERAL A. DESCRIPTION This section includes the materials and application of painting and coating systems for buried and exposed surfaces. All articles to be painted or coated will be painted or coated in the place of manufacture, unless field painting and coating is absolutely necessary. The PWD Representative will make the determination. In the event that the paint or coating is damaged in the field, it will be touched up in the same manner as the original paint or coating applied in the place of manufacture. B. RELATED WORK DESCRIBED ELSEWHERE All related work, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision dates). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Ductile-Iron Pipe and Fittings: 15056 2. Manual Valves: 15100 3. Fire Hydrants: 15139 4. Domestic and Recycled water Facilities Identification: 15151 ' C. APPROVED MANUFACTURERS AND MATERIALS 1. Inorganic Zinc Primer Carboline 621 Tnemec—Zinc 90-97 Devoe Catha-Coat 302H 2. Alkyd Enamel Carboline Subsil 30 HS Tnemec Hi-Build Tnemec-Gloss 2H Arneron Amercoat 5401 HSA Devoe Devguard 4308 3. Egoxy_Paint Carboline Glamorglaze 202 Tnemec Hi-Build 66 Epoxoline Devoe Bar— Rust 233H Ameron Amercoat 351 EASTERN WELLS 16-INCH 74 09900 WATER PIPELINE 4. Bituminous Mastic Minnesota Mining and Manufacturing EC 244 Carboline Kop-Coat Bitumastic 300M 5. Polyurethanes Carboline 133HB Tnemec Hi-Build Epoxoline 69 Devoe Devthane 389 Ameron Amercoat 450HS D. PAINT SCHEDULE Aboveground or exposed facilities shall be color coded to differentiate recycled water facilities from domestic water facilities. 1. Domestic water System a. Pioinp and Structures: Safety Blue Carboline S150 Tnemec SC06 Devoe 9800 Ameron BL-6 b. Valve Box Lids and PWD Fire Hydrants: OSHA Safety Yellow Carboline 6666 Tnemec SC01 Devoe 9400 Ameron YE-3 C. Private Fire System: Safety Red Carboline 5555 Tnemec SC09 Devoe 9000 Ameron RD-2 2. Recycled Irrigation Water Facilities; Safety Purple Devoe 9600 Tnemec SC08 E. PERMITS All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County PFRD, the city having jurisdiction, or and other agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. EASTERN WELLS 16-INCH 75 09900 WATER PIPELINE PART 2- MATERIALS A. PRIMER 1. All primer shall contain not less that 63%solids by volume. ALKYD LKYD ENAMEL 1. All enamels shall be silicone-alkyd based. 2. All enamels shall be lead-free. 3. All enamels shall be high gloss industrial type intended for use on exterior metal surfaces. 4. All enamels shall contain not less than 60%solids. iC. BITUMINOUS MASTIC 1. Bituminous mastic shall be coal-tar pitch based. 2. Bituminous mastic shall have a minimum of 70%solids by volume. D. EPDXY PAINT 1. Epoxy shall be a colored polyamide cured epoxy with not less than 70% solids by volume. 2. All coatings and pigments to be used in the water passages of domestic water service components and appurtenances shall have National Sanitation foundation (NSF) or Underwriters Laboratory (UL) approval for use with domestic water. NSF and / or UL approved coatings acceptable for use in contact with domestic water are: a. Devoe Bar-Rust 233H ' b. Tnemec Pota-Pox Series 20 c. Carboline Super Hi-Guard 891 PART 3 - EXECUTION A. SURFACE PREPARATION 1. Do not sandblast or prepare more surface area than can be coated in one day. Remove all sharp edges, burrs, and weld spatter. Do not sandblast epoxy-coated pipe that has already been factory coated. 2. Surface preparation shall conform to the SSPC specifications as described below: EASTERN WELLS 16-INCH 76 09900 WATER PIPELINE LSolvent Cleaning SP-1 Hand Tool Cleaning SP-2 Power Tool Cleaning SP-3 White Metal Blast Cleaning SP-5 Commercial Blast Cleaning SP-6 ' Brush-Off Blast Cleaning SP-7 Near-White Blast Cleaning SP-10 3. Wherever the words "solvent 1so vent cleaning," "hand tool cleaning," "wire brushing," or "blast cleaning" or similar words are used in these specifications or in paint manufacturer's specifications, they shall be understood to refer to the applicable SSPC (Steel Structure Painting Council, Surface Preparation Specifications, ANSI LAl 59.1) specifications listed above. B. PAINTING SYSTEMS 1. All materials of a specified painting system, including primer, intermediate, and finish coats, shall be produced by the same manufacturer. Thinners, cleaners, driers, and other additives shall be as recommended by the paint manufacturer for the particular coating system. 2. Deliver all paints to the job site in the original, unopened containers. C. SURFACES NOT TO BE COATED The following surfaces shall not be painted and shall be protected during the painting of adjacent areas: 1. Mortar-coated pipe and fittings. 2. Stainless steel. 3. Metal letters. ' 4. Nameplates. 5. Grease fittings. 6. Brass and copper, submerged. 7. Buried pipe, unless specifically required in the piping specifications. 8. Bronze meters and strainers. D. PROTECTION OF SURFACES NOT TO BE PAINTED Remove, mask, or otherwise protect hardware, lighting fixtures, switch plates, aluminum surfaces, machined surfaces, couplings, shafts, bearings, nameplates on machinery, and other surfaces not intended to be painted. Provide drop cloths to prevent paint materials from falling on or marring adjacent surfaces. Protect working parts of mechanical and electrical equipment from damage during surface preparation and painting process. Mask openings in motors to prevent paint and other materials from entering the motors. E. FIELD TOUCH UP OF MANUFACTURER-APPLIED PRIME COATS Surfaces that are primed at the place of manufacture shall receive a field touch-up of inorganic zinc primer to cover all scratches or abraded areas. EASTERN WELLS 16-INCH 77 09900 WATER PIPELINE F. ALKYD ENAMEL 1. The following items shall be painted using an alkyd enamel system: 1 a. All aboveground or exposed piping and all piping in vaults. b. Fire hydrants. C. Valve box lids. d. Air release valves. e. Meter box reading lids for all recycled water services. f. Steel meter vault covers for all services 3 inches and larger. g. All exposed metalwork as directed by the PWD Representative. 2. Surface Preparation: a. All rust, mill scale, or weld splatter shall be removed by sandblasting or power tool cleaning. b. All unpainted surfaces shall be solvent cleaned in accordance with SP-1. C. All abraded or scratched enamel coatings shall be sanded smooth or receive power tool cleaning per SP-3. d. All failures in the existing coating shall be sandblasted in accordance with SP-6. e. All existing surfaces to be repainted shall be Solvent cleaned in accordance with SP-1. i3. All unpainted or damaged surfaces shall be coated with primer to a dry-film thickness of not less than 2 mils. 4. The finish coats shall be two or more coats of alkyd enamel applied to a dry-film thickness of 3 mils each, providing a total painted dry film thickness of not less than 5 mils. G. BITUMINOUS MASTIC 1. Buried metal (flanges, Teflon coated nuts and bolts, flexible couplings, exposed reinforcing steel, etc.) shall be coated with a minimum of 20 mils of bituminous mastic. 2. All surfaces coated with bituminous mastic shall be covered with 8 mil polyethylene wrap per Section 15056. H. EPDXY COATING All items requiring epoxy coating to be coated with factory applied fusion bonded 100% pure powder epoxy. However, where, in the Engineer's opinion, because of the nature of the item being coated it would be impossible to use the fusion bonded powder method without causing damage to the item, the use of a liquid epoxy, factory applied by the manufactured of the item being coated, will be permitted. The use of liquid epoxy other than those specified herein, including the equipment manufacturer's proprietary coating systems, must be reviewed and approved by the Engineer prior to use. EASTERN WELLS 16-INCH 78 09900 WATER PIPELINE I. Only those metal surfaces specifically called out shall be epoxy coated. 2. Epoxy lining and coating of valves shall be per AWWA C550 and Section 15100 Manual Valves. 3. Surfaces to be epoxy coated shall be sandblasted to SP-10 requirements. 4. Sandblasted surfaces shall be coated with inorganic zinc primer to a dry film thickness of not less than 3 mils. 5. Apply two coats of epoxy paint (4 mils each) to the primed surface. The manufacturer's recommended drying time between coats shall be followed. 6. Prepare multiple-component coatings using all of the contents of the container for each component as packaged by the paint manufacturer. Do not use partial batches. Do not use multiple-component coatings that have been mixed beyond their pot life. Provide small quantity kits for touch up painting and for painting other small areas. Mix only the components spec'rfied and furnished by the paint manufacturer. Do not intermix additional components for reasons of color or otherwise, even within the same generic type of coating. 1. DRY-FILM THICKNESS TESTING 1. Measure coating thickness specified for metal surfaces with a magnetic-type dry- film thickness gage. Test the finish coat (except zinc primer and galvanizing) for holidays and discontinuities with an electrical holiday detector, low-voltage, wet- sponge type. The Contractor shall provide measuring equipment. Provide detector as manufactured by Tinker and Rasor or K-D Bird Dog. Provide dry-film thickness gage as manufactured by Mikrotest or Elcometer. Check each coat for the correct dry-film thickness. Do not measure within eight hours after application of the coating. 2. If the item has an improper finish color or insufficient film thickness, the surface shall be cleaned and top coated with the specified paint material to obtain the specified color and coverage. Visible areas of chipped, peeled, or abraded paint shall then be primed and finish coated in accordance with the specifications. Work 1 shall be free of runs, bridges, shiners, laps, or other imperfections. 3. The epoxy lining of all valves will be inspected and tested by a PWD representative ' prior to valve installation. The contractor shall notify the PWD seven days prior to valve installation to arrange for inspection. END OF SECTION EASTERN WELLS 16-INCH 79 09900 WATER PIPELINE SECTION 15041 ' CHLORINATION OF DOMESTIC WATER MAINS AND SERVICES FOR DISINFECTION PART 1 -GENERAL A. DESCRIPTION iThis section describes requirements for disinfection of domestic water mains, services, appurtenances and connections by chlorination and all requirements for bacterial testing of the facilities, and obtaining subsequent clearances for operations issued by the PWD and all state and local health agencies having jurisdiction. B. RELATED WORK SPECIFIED ELSEWHERE All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. Hydrostatic testing of Pressure Pipelines: 15042 C. REFERENCED STANDARD ' All domestic water mains water services attacheappurtenances, i d an d connections, if any, shall be disinfected in accordance with AWWA C651 and as specified herein. D. APPLICATION Before being placed in service, all facilities shall be chlorinated. Either direct chlorine gas feed or calcium hypochlorite tablets may apply chlorine. E. RETESTING Retesting of the system may be required if 90 days have passed between the date of testing and acceptance by the PWD. PART 2- MATERIALS A. CHLORINE GAS. Chlorine gas shall be supplied and converted from its liquid form to a gas as detailed in AWWA C651 Sections 2.1 and 5.2 EASTERN WELLS 16-INCH 80 15041 WATER PIPELINE 1 PART 3 - EXECUTION A. PROCEDURE 1. All required corporation stops and other plumbing materials necessary for ' chlorination or flushing of the main shall be installed by and at the expense of the contractor. 2. Every service connection served by a main being disinfected shall be tightly shutoff at the curb stop before water is turned into the maid. Care shall be taken to expel all air from the main and services during the filling operation. 3. Water shall be fed slowly into the pipeline with chlorine applied in amounts to produce a dosage of not less than 50 ppm nor more than 100 ppm in all sections of the pipeline and appurtenances. 4. Treated water shall be retained in the system for a minimum of 24 hours and shall maintain a chlorine residual with a drop in residual level of not more than 25 ppm less than the beginning level at the end of the retention period in all sections being disinfected. B. CONCURRENT TESTING Disinfecting the mains and appurtenances, hydrostatic testing, and preliminary retention ' may run concurrently for the required 24-hour period, but in the event there is leakage and repairs are necessary, additional disinfection shall be made by injection of chlorine solution into the line as provided hereinafter. C. ADDITIONAL_ DISINFECTION If the tests are not satisfactory the contractor shall provide additional disinfection as ' required. If the requirement for additional disinfection is due to any omission, negligence, or non-conformance with these specifications on the part of the contractor, or because of premature wetting of the hypochlorite or repairs made to the pipeline after its initial filling with water for disinfection, the contractor shall provide and pay for such additional chlorination. D. FLUSHING After chlorination, the water shall be flushed from the line, in accordance with AWWA C651, at its extremities until the replacement water tests are equal chemically and bacteriologically to those of the permanent source of supply. The chlorinated water may be used later for testing other lines, or if not so used, shall be disposed of by the contractor, as designated in AWWA C651, Section 6.2. The PWD will not be responsible for loss or damage resulting from such disposal. EASTERN WELLS 16-INCH 81 15041 WATER PIPELINE E. CUTTING INTO EXISTING MAINS ' Following the opening of an existing domestic water main, the interior of all accessible pipes and fittings shall be swabbed with a hypochlorite solution. The drained portion of the existing line and any new section shall be flushed from two directions toward the cut-in, if ' possible. ' END OF SECTION 1 EASTERN WELLS 16-INCH 82 15041 ' WATER PIPELINE SECTION 15042 HYDROSTATIC TESTING OF PRESSURE PIPELINES PART 1 - GENERAL ' A. DESCRIPTION This section describes the requirements and procedures for pressure and leakage testing of pressure distribution mains. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. Chlorination of Water Mains and Services for Disinfection: 15041 ' C. CONNECTION TO EXISTING MAINS The test shall be made before connecting the new line with the existing PWD pipes and ' mains, excepting hot taps. In the event that the new pipe is connected to existing pipe, a pressure test plate shall be used to separate the systems during the pressure test. D. TESTER ' A PWD-approved testing company, who will be required to provide the PWD Repre- sentative with certified testing results, shall perform all testing. Tester will have a gage ' and meter, calibrated annually. E. REQUIREMENTS PRIOR TO TESTING 1. Before testing, the pipe trench shall be backfilled with a minimum of 21/2 feet of material, or center loaded to hold the pipe in place while testing. 2. All concrete anchor blocks shall be allowed to cure a sufficient time to develop a minimum strength of 2,000 psi before testing unless otherwise directed by the ' PWD Representative. 3. Steel pipelines shall not be tested before the mortar lining and coating on the entire pipeline has attained an age of 14 days. Cement-mortar lined pipe shall not be ' filled with water until a minimum period of eight hours has elapsed after the last joint in any section has been made. 4. In place of a separation from existing water lines with a valve and thrust block assembly, an in line test plate may be used. EASTERN WELLS 16-INCH 83 15042 ' WATER PIPELINE ' F. FINAL PAVEMENT ' All pipelines shall be satisfactorily pressure tested prior to the placement of final pavement. ' PART 2- MATERIALS A. WATER ' 1. The same water used for chlorination of the pipeline may be used to fill the line for pressure testing. 2. Make up water for testing shall be domestic water. ' PART 3- EXECUTION A. GENERAL 1. All labor, materials, tools, and equipment for testing shall be furnished by the contractor. ' 2. The pipeline shall be subjected to a field hydrostatic pressure of 50 psi in excess of the class rating of the pipe being tested for a period of four hours. 3. The water necessary to maintain test pressure shall be measured through a meter. The leakage shall be considered as the amount of water entering the pipe during ' the test, less the measured leakage through valves and fittings. Leakage shall not exceed the rate specified. Any noticeable leaks shall be stopped, and any defective pipe shall be replaced with new sections. ' 4. The test shall further be conducted with valves open, and the open ends of pipes, valves, and fittings suitably closed. Valves shall be operated during the test period. ' 5. In hilly areas, it may be necessary to conduct the test in segments so that no pipe section is tested at less than the pipe pressure class plus 50 psi, nor more than 11/2 ' times the pipe pressure class. B. FIELD TEST PROCEDURE ' 1. The pipeline should be filled at a rate such that the average velocity of flow is less than 1 fps. At no time shall the maximum velocity of flow exceed 2 fps. The following table has been provided to relate this velocity-filling rate to an equivalent volume flow rate. Filling Rate in gpm equivalent to filling velocities of 1 fps, for pipes flowing full: EASTERN WELLS 16-INCH 84 15042 ' WATER PIPELINE r rNominal Size (inches) Flow Rate Q (qpm) ' 4 39 6 88 8 157 12 352 2. All air should be purged from the pipeline before checking for leaks or performing ' pressure or acceptance tests on the system. To accomplish this, if air valves or hydrants or other outlets are not available, taps shall be made at the high points to expel the air, and these taps shall be tightly plugged afterwards. 3. After the pipeline has been filled and allowed to sit a minimum of 24 hours (48 hours for mortar-lined pipelines), the pressure in the pipeline shall then be pumped up to the specified test pressure. If a large quantity of water is required to increase the pressure during testing, entrapped air, leakage at joints, or a broken pipe can be suspected. TESTS SHOULD BE DISCONTINUED until the source of trouble is identified and corrected. r4. When the test pressure has been reached, the pumping shall be discontinued until the pressure in the line has dropped 30 psi, at which time the pressure shall again be pumped up to the specified test pressure.This procedure shall be repeated until four hours have elapsed from the time the specified test pressure was first applied. At the end of the four-hour period, the pressure shall be pumped up to the test pressure for the last time. 5. The leakage shall be considered as the total amount of water pumped into the pipeline during the four-hour period, including the amount required in reaching the test pressure for the final time. Leakage shall not exceed the rates in the tables below. If the size, pipe material, or pressure fall outside of the table listed below, the PWD Engineer will determine the leakage amount. r ACP LEAKAGE ALLOWANCE Nominal Pipe Allowable leakage, gallons per 4-hour size in (inches) period per 1,000 feet of pipe. ' Test pressure Class 150 (psi) Class 250 (psi) Class 150 (psi)_ Class 250 (psi) 4 200 250 3.0 4.0 6 200 250 4.5 5.5 8 200 254 6.0 7.5 12 200 1 250 9.0 11.0 1 1 1 EASTERN WELLS 16-INCH 85 15042 WATER PIPELINE Steel Pipe LEAKAGE ALLOWANCE Nominal Pipe Allowable leakage, gallons per 4-hour size in (inches) period per 1,000 feet of pipe. Test pressure Class 150 si Class 250 (psi) Class 150 (psi) Class 250 si 4 200 250 1.7 1.9 6 200 250 2.6 2.8 8 200 250 3.4 3.8 12 200 250 5.1 5.7 16 200 250 6.8 7.6 20 200 250 8.5 9.5 24 200 250 10.2 11.4 PVC LEAKAGE ALLOWANCE ' Nominal Pipe Allowable leakage, gallons per 4-hour size in (inches) period per 1,000 feet of pipe. Test ressure Class 150 si Class 250 (psi) Class 150 (psi) Class 250 (psi) 4 200 250 1.7 1.9 6 200 250 2.6 2.8 8 200 250 3.4 3.8 12 200 250 5.1 5.7 16 235 300 6.8 7.6 20 235 300 8.5 9.5 ' 24 235 300 1 10.2 11.4 6. Any noticeable leak shall be stopped and all defective pipes, fittings, valves, and other accessories discovered in consequence of the test shall be removed and replaced by the contractor with sound material, and the test shall be repeated until the total leakage during a test of four hours duration does not exceed the rate specified above. ' END OF SECTION r t EASTERN WELLS 16-INCH 86 15042 WATER PIPELINE SECTION 15052 EXPOSED PIPING INSTALLATION PART 1 - GENERAL A DESCRIPTION ' 1. Scope: A. CONTRACTOR shall provide all labor, materials, equipment and incidentals as shown, specified and required to install and test all exposed piping, fittings, and specials. The Work includes, but is not limited to, the following: 1. All types and sizes of exposed piping, except those specified under other Sections. 2. Piping embedded in concrete within a structure or founda- tion will be considered as exposed and included herein. 3. Supports, restraints, thrust blocks and other anchors. 4. Work on or affecting existing piping. 5. Testing. 6. Cleaning and disinfecting. 7. Installation of all jointing and gasketing materials, dielectric appurtenances, specials, flexible couplings, mechanical couplings, harnessed and flanged adapters, sleeves, tie ' rods, and all other Work required to complete the exposed piping installation. a. Incorporation of valves, meters and special items shown or specified into the piping systems as required and as ' specified in the appropriate Division 15 Sections. 9. Unless otherwise specifically shown, specified, or included under other Sections, all exposed piping Work required, beginning at the outside face of structures or structure foundation and extending into the structure. 2. Coordination: a. Review installation procedures under other Sections and coordinate with the Work that is related to this Section. b. Comply with all regulations, standard details and approved materials lists issued by the Capistrano Valley Water PWD and the Fire Marshal. c. Review installation procedures under other Sections and coordinate the Work that must be installed prior to the installation of insulation pipe Work. d. Manufacturers and suppliers of the equipment and materials specified herein shall be required to review and satisfy all relevant requirements of other sections of the Contract Documents and the requirements of the Contract Drawings. The CONTRACTOR, manufacturer, supplier, fabricator and/or subcontractors furnishing and/or installing equipment, materials, services and specialties associated with this Section shall fully coordinate their efforts to avoid potential claims that are based on failure to review relevant Contract Documents, including the Contract Drawings. e. The CONTRACTOR shall furnish and install all equipment, labor, materials, appurtenances, specialty items and services not provided by the EASTERN WELLS 16-INCH 87 15052 WATER PIPELINE CONTRACTOR'S manufacturers, suppliers,fabricators and/or subcontractors but required for complete and operable systems. 3. Related Sections Specified Elsewhere: a. Section 03300, Cast-In-Place Concrete. b. Section 09900, Painting. C. Division 15, Sections on Piping, Valves and Appurtenances. B QUALITY ASSURANCE 1. Requirements of Regulatory Agencies: a. Comply with applicable requirements of NFPA Standard No. 14 for A Standpipe and Hose Systems used for fire protection. b. Comply with requirements of UL, FM and other jurisdictional authorities, where applicable. 2. Reference Standards: Comply with applicable provisions and recommendations of the following, except as otherwise shown or specified. 1 a. ANSI B1 3.1, Code for Pressure Piping. b. ANSI B16.3, Malleable-Iron Threaded Fittings, Classes 150 and 300. C. ANSI 816.4, Cast Iron Threaded Fittings, Classes 125 and 250. d. ANSI B16.5, Pipe Flanges and Flanged Fittings, Steel Nickel Alloy and Other Special Alloys. e. ANSI B16.9, Factory-Made Wrought Steel Butt Welding Fittings. f. ANSI B16.11, Forged Steel Fittings, Socket-Welding and Threaded. g. ANSI 831.1, Power Piping. In. ANSI D1.1, Structural Welding Code. i. AWWA C206, Field Welding of Steel Water Pipe Joints. j. AWWA C606, Grooved and Shouldered Type Joints. k. AWWA C651, Disinfecting Water Mains. 1. AWWA M11, Steel Water Pipe Design and Installation. M. AWS D10.9, Standard for Qualification of Welding Procedures and Welders for Piping and Tubing. n. ASME Boiler and Pressure Vessel Code. o. NFPA 14, Standpipe and Hose Systems. C SUBMITTALS t1. Shop Drawings: Submit per section 01300 for approval the following: a. Detailed layout drawings and laying schedules for all piping 6 inches in diameter and greater, reflecting the CONTRACTOR'S construction schedule and installation methods. b. Details of piping, valves, supports, accessories, specials, joints, harnessing, and connections to existing pipes and structures. C. Welding procedures_ d. Signed and fully executed welder qualifications which are current within six months of the date of the Notice to Proceed. 2. Tests: Submit description of proposed testing methods, procedures and apparatus. Submit copies of test report for each test. r EASTERN WELLS 16-INCH 88 15052 WATER PIPELINE 3. Certificates: Submit certificates of compliance with referenced standards. D PRODUCT DELIVERY, STORAGE AND HANDLING 1. Deliver materials to the site to insure uninterrupted progress of the Work. 2. Handle all pipe, fittings and accessories carefully with approved handling devices. Do not drop or roll pipe off trucks. Do not otherwise drop, roll or skid piping. 3. Store pipes and fittings on heavy wood blocking or platforms so they are not in ' contact with the ground. 4. Unload pipe, fittings and specials opposite to or as close to the place where they are to be installed as is practical to avoid unnecessary handling. Keep pipe interiors completely free from dirt and foreign matter. 5. Inspect delivered pipe for cracked, gouged, chipped, dented or other damaged material and immediately remove from site. 6. Thermoplastic pipe shall be stored so as to prevent sagging or bending. 7. Thermoplastic pipe, fittings and specials shall not be stored in direct sunlight. PART 2— PRODUCTS A MATERIALS 1. General: a. Marking Piping: 1. Clearly mark each piece of pipe or fitting with a designation conforming to that shown on the Shop Drawings. 2. Cast or paint material, type and pressure designation on each piece of pipe or fitting 4 inches in diameter and larger. 3. Pipe and fittings smaller than 4 inures in diameter shall be clearly marked by manufacturer as to material,type and rating. 2. Pipe Identification Markers and Arrows: Refer to Section 09900, Painting. PART 3 - EXECUTION A INSTALLATION 1. General: a. Install piping as shown, specified and as recommended by the manufacturer. b. If there is a conflict between manufacturer's recommendations and the Drawings or Specifications request instructions from PWD before proceeding. EASTERN WELLS 16-INCH 89 15052 WATER PIPELINE 2. Piping Installation: a. Install straight runs true to line and elevation. b. Install vertical pipe truly plumb in all directions. C. Install small diameter piping generally as shown when specific locations and elevations are not indicated. Locate such piping as required to avoid ducts, equipment, beams, and other obstructions. d. Protect and keep clean water pipe interiors,fittings and valves. e. Provide temporary caps or plugs over all pipe openings at the end of each days work, and when otherwise required or directed by PWD. f. Cutting: Cut pipe from measurements taken at site, not from Drawings. g. Install dielectric unions wherever dissimilar metals are connected except for bronze or brass valves in ferrous piping. h. Additional Requirements for Thermoplastic Piping: 1. Support all valves independently of the piping system. 2. Utilize wide band supports as recommended by manufacturer and ' approved by PWD to minimize localized stresses. 3. Provide piping passing through walls with a sleeve of wearing material to prevent abrasion damage to piping. 4. When anchors are required at locations other than equipment or tanks they shall be placed at elbows, valve locations and at bends in pipe line. 5. Spacing of supports shall be in accordance with the manufacturer's published recommendations at the maximum design operating temperature of the pipe. 6. Use "U" clamps with wide band circumferential contact. Avoid all pressure contact with piping. 3. Joints: a. General: 1. Make joints in accordance with the pipe manufacturer's recommendations and the requirements below. 2. Cut piping accurately and squarely and install without forcing or springing. 3. Ream out all pipes and tubing to full inside diameter after cutting. ' Remove all sharp edges on end cuts. 4. Remove all cuttings and foreign matter from the inside of pipe and tubing before installation. Thoroughly clean all pipe, fittings, valves, specials, and accessories before installing. b. Not Used. C. Flanged Joints: ' 1. Assemble flanged joints using 118-inch ring-type gaskets for raised face flanges. Use full face or ring-type gaskets for flat face flanges. Gaskets shall be suitable for the service intended in accordance with the manufacturer's ratings and instructions. Gaskets shall be properly centered. 2. Bolts shall be tightened in a sequence which will insure equal distribution of bolt loads. 3. The length of bolts shall be uniform, and they shall not project beyond the nut more than 114-inch or fall short of the nut when fully taken up. The ends of bolts shall be machine cut so as EASTERN WELLS 16-INCH 90 15052 WATER PIPELINE to be neatly rounded. No washers shall be used except as required on PVC pipe. 4. Balt threads and gasket faces for flanged joints shall be lubricated prior to assembly. 5. Alternately tighten bolts 180 degrees apart to compress the gasket ' evenly. d. Steel Pipe Joints: 1. Joints in steel pipe shall be butt welded, lap welded slip joints, flanged, or threaded joints, except that flexible couplings, mechanical couplings, or flanged connections shall be provided where shown on the Drawings. 2. Welding shall conform to the requirements of AWWA C206. Pipe 36-inches in diameter and larger shall be welded both inside and outside of the pipe. 3. After welding, the joint and the surrounding damaged or uncoated area shall be coated with the same material and to the same thickness as the shop applied coating and lining. 4. For threaded joints, use standard, right hand tapered full depth threads on steel piping and apply an approved joint compound to the male threads only, before installation. Remove all cuttings and foreign matter from the inside of the pipe. Thoroughly clean all pipe, fittings, valves, specials, and accessories before installing. e. Not Used. f. Copper Tubing Joints: 1. Assemble copper tubing with soldered joints. Solder shall be 95-5 tin-antimony conforming to ASTM B32. 2. Ream or file pipe to remove burrs. 3. Clean and polish contact surfaces of joints. 4. Apply flux to both male and female ends. 5. Insert end of tube into full depth of fitting socket. 6. Heat joint evenly. 7. Form continuous solder bead around entire circumference of joint, joints shall be wiped. 8. Runs shall contain unions at connections to equipment and at reasonable distances along the lengths of runs to permit convenient disassembly of piping and removal of equipment. 4. Installing Valves and Accessories: a. Provide supports for large valves, flow meters and other heavy items as shown or required. b. Install floor stands as shown and as recommended by the manufacturer. C. Provide lateral restraints for extension bonnets and extension stems as 1shown and as recommended by the manufacturer. d. Provide steel sleeves where operating stems pass through floor. Extend sleeves 2-inches above floor. e. Position valve operators as shown. When the position is not shown, install the valve so that it can be conveniently operated and as approved by PWD. Avoid placing operators at angles to the floors or walls. EASTERN WELLS 16-INCH 91 15052 ' WATER PIPELINE 5. Unions: a. Install dielectric unions wherever dissimilar metals are connected except for bronze or brass valves in ferrous piping. b. Provide a union downstream of each valve with screwed connections. C. Provide screwed unions or flanged connections at each piece of equipment, where shown, and where necessary to install or dismantle piping. 6. Eccentric Reducers: Use eccentric reducers where shown and where air pockets would otherwise occur in mains because of a reduction in pipe size. 7. Transitions from One Type of Pipe to Another: a. Provide all necessary adapters, dielectric gaskets, specials and connection pieces required when connecting different types and sizes of pipe or connecting pipe made by different manufacturers. b. Transitions from buried piping to exposed piping shall be of the buried piping type. All such transitions shall be exposed. 8. Taking Existing Pipelines Out of Service: a. Notify PWD at least 48 hours prior to taking pipeline out of service. 9. Work on Existing Pipelines: a. Cut or tap pipes as shown or required with machines specifically designed for this work. b. Install temporary plugs to keep out all dirt, water and debris. C. Provide all necessary adapters, fittings, pipe and appurtenances required. 6 THRUST RESTRAINT 1. Provide thrust restraint on all pressure piping systems. 2. Thrust restraint may be accomplished by means of restrained pipe joints. Thrust Nrestraints shall be designed for the axial thrust exerted by the test pressure. 3. Restrained Pipe Joints: a. Pipe joints shall be restrained by means suitable for the type of pipe being installed. 1. Restrain ductile iron pipe connected by flexible couplings or flanged coupling adapters by harnessing across the coupling or adapter using tie rods or extended bolts connecting between flanges. 2. Steel pipe shall have butt-welded joints, flanged joints, or flexible or mechanical coupling connectors. Provide tie rods connected to ears welded to the steel pipe for restraint at all flexible coupling connectors. C PAINTING 1. Field painting is under Section 09900, Painting. EASTERN WELLS 16-INCH 92 15052 WATER PIPELINE r rD TESTING OF PIPING 1. General: Follow testing procedure detailed in section 15042. r END OF SECTION r r r r r r r r r r r r r r EASTERN WELLS 16-INCH 93 15052 WATER PIPELINE SECTION 15056 DUCTILE-IRON PIPE AND FITTINGS PART 1 - GENERAL A. DESCRIPTION ' This section includes materials, installation, and testing of ductile-iron pipe and fittings. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3. Chlorination of Domestic water Mains for Disinfection: 15041 4. Hydrostatic Testing of Pressure Pipelines: 15042 C. APPROVED MANUFACTURERS 1. Fittings Tyler Trinity Valley Dayton Nappco 2. Pipe Pacific States U.S. Pipe American Pipe 3. Gaskets Crane Company Cranite Johns Manville 60 Asbestos Garlock 7071 D. USE OF GRAY-IRON FITTINGS Gray-iron fittings may not be substituted for ductile-iron. PART 2- MATERIALS A. DUCTILE-IRON PIPE 1. Pressure class or thickness class of DIP shall be determined by the design method 1 detailed in AWWA C150 the "Thickness Design Method." EASTERN WELLS 16-INCH 94 15056 WATER PIPELINE Z Ductile-iron pipe shall be manufactured in accordance with AWWA C151. 3. All ductile-iron pipe shall be thickness class 50 for plain end pipe and thickness Class 53 for flanged spools unless indicated otherwise. 4. All ductile-iron pipe shall be cement-mortar lined in accordance with AWWA C104. 5. Unless otherwise called out on the plans, a "push-on" type joint shall be used. The joint dimensions and gasket shall be as specified in AWWA C111. 6. Flanges for ductile-iron pipe shall be the "screwed-on" type in accordance with AWWA C115. 7. The exterior surface of all ductile iron pipe and fittings shall be protected with a minimum 30-mill dry film thickness of shop applied polyurethane coating. Polyurethane coatings shall be Futures Coatings, Protec 11 PW, or Madison Chemical, Corropipe II Abrasion, or equal. Polyurethane coating shall be applied in strict accordance with the coating manufacturer's written instructions, including recommendations for surface preparation and priming of the ductile iron. B. DUCTILE-IRON FITTINGS 1. Ductile-iron fittings shall be manufactured in accordance with AWWA C110, or AWWA C153. Compact body fittings, as described in AWWA C153, will not be permitted in vault structures. 2. All fittings shall be cement-mortar lined in accordance with AWWA C104. 3. All fittings shall be made with "push-on" joints designed for use with the type of pipe to be joined unless noted otherwise. 4. Mechanical joint fittings will be allowed only in areas specifically approved by the PWD as a substitute for other types of fittings. 5. Unless otherwise Indicated on the drawings, all fittings with flanged ends shall be ductile iron class 150. The gasket surface shall have a serrated finish of approximately 16 serrations per inch, approximately 1132-inch deep, with serrations in either a concentric or spiral pattern. In addition, all flanges shall meet the following tolerances: Bolt circle drilling +1116 inch Bolt hole spacing ±1132 inch Eccentricity of both circle and ±1/32 inch C. GASKETS Gaskets shall be manufactured per AWWA C111, unless noted otherwise below. EASTERN WELLS 16-INCH 95 15056 WATER PIPELINE D. BOLTS, NUTS, AND WASHERS 1. Bolts and nuts, for buried flanges, flanges located outdoors above ground, flanges located in open vaults and structures, and submerged flanges shall be Type 316 stainless steel, nuts shall be type 316 stainless steel, Teflon coated (Tripac 2000 or approved equal). 2. Provide one (1) washer for each nut. Washer shall be of the same material as the nuts. 3. The length of each bolt or stud shall be such that between 114 inch and 318 inch will project through the nut when drawn tight. PART 3 - EXECUTION A. GENERAL Ductile-iron pipe and ductile iron fittings shall be installed in accordance with the applicable Sections of AWWA C600 and as specified herein. B. TRENCHIN _BACKFILLING, AND COMPACTING 1. Trenching, backfilling, and compacting shall be in accordance with Section 02223 and as specified herein. 2. Backfill within the pipe zone, including the pipe base, shall be imported sand placed and compacted in accordance with Section 02223. 3. Backfill within the trench zone shall be native earth backfill placed and compacted in accordance with Section 02223. C. PLACEMENT OF PIPE IN TRENCH 1. Lay pipes uphill if the grade exceeds 10%. 2. The radius of curvature of the trench shall determine the maximum length of pipe section that can be used without exceeding the allowable deflection at a joint. Combined deflections at rubber gasket or flexible coupling joints shall not exceed 2 degrees or that recommended by the manufacturer, if smaller. The manufacturer's printed installation guide outlining the radius of curvature that can be negotiated with pipe sections of various lengths shall be followed if applica- ble. 3. The pipe shall be laid true to the line and grade shown on the plans within acceptable tolerances. The tolerance on grade is 1-inch. The tolerance on line is 2-inches. 4. Fittings shall be supported independently of the pipe. EASTERN WELLS 16-INCH 96 15056 ' WATER PIPELINE ' 5 Temporarily support fittings with wooden skids until thrust blocks and supports are poured, so that the pipe is not subjected to the weight of the fitting. 1 6. All exposed flanges and other metal surfaces not previously coated shall be coated after assembly with mastic, such as Carboline Kop-Coat 300M or approved equal. Stainless steel bolts need not be coated. D. ANCHORS AND THRUST BLOCKS Concrete anchors and thrust blocks shall be poured against wetted undisturbed soil in accordance with Section 03300 and standard Drawings W-14 and W-15. E. FLANGED CONNECTIONS 1. Bolt holes of flanges shall straddle the horizontal and vertical centerlines of the pipe run. 2. Clean flanges by wire brushing before installing gasket. 1 3. Clean flange bolts and nuts by wire brushing, lubricate threads with oil and graphite, and tighten nuts uniformly and progressively. Between 114 inch and 318 inch shall project through the nut when drawn tight. 4. If flanges leak under pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retighten the bolts and nuts, and retest the joints. Joints shall be watertight. F. PIPE SUPPORT All exposed pipe shall be supported as detailed in the plans. G. DISINFECTION All piping shall be disinfected by chlorination in accordance with Section 15041. ' H. TESTING All piping shall be hydrostatically pressure tested in accordance with Section 15042. I. BONDING All DIP pipe joints shall be electrically bonded for continuity in accordance with the standard Drawings. Cathodic test stations {CTS} shall be installed as shown on the plans and in accordance with the standard drawings. J. BONDING CONTINUITY TEST All DIP pipe joints will be electrically bonded and connected to a sacrificial anode or impressed current system. All DIP joints shall be tested for continuity. Continuity testing shall be conducted as follows: EASTERN WELLS 16-INCH 97 15056 ' WATER PIPELINE All DIP pipelines constructed with electrical bonding cables shall be tested for electrical continuity. Additionally, all CTS will be inspected and tested for their serviceability. The PWD shall conduct all testing upon completion of construction and prior to acceptance. The testing shall be done by qualified corrosion engineering personnel using Metrotech Model 850 Audio Frequency Pipe locator equipment by methods outlined below. The CTSs are to be utilized for this testing. The audio signal transmitter shall be connected to the pipe by way of the CTS wiring connected to the pipe. This will also verify that the CTS was installed correctly and are therefore serviceable. Continuity measurements are to be recorded beginning at each CTS and at equally spaced intervals equal to or shorter than the pipe joint lengths. All measurements recorded shall be those taken over the pipe centerline as indicated on the Metrotech Pipe Locator antennae display and with the antennae held in a true vertical position with the instrument readout panel up and the antennae pointed down. The Metrotech Model 850 Audio Frequency Pipe Locator readings of "Signal Level' and "Pipe Depth to Centerline" when taken with the instrument in a vertical position over centerline of the pipe with the antennae nose placed in contact with the surface over the pipe is to be used to calculate "LOG Signal Level" at constant depth. A plot of "LOG Signal Level' (at constant depth) vs. Distance from CTS is compared with that for an all welded pipe of similar diameter. Plots of data taken over a cable bonded pipe joint are to have a "slope" with Distance from CTS that is unvarying and similar to that for welded pipe to demonstrate satisfactory electrical continuity of pipe joints. Only those data taken with the Metrotech Model 850 Audio Signal Transmitter operating at a constant eight (8) watts output are to be compared. The Contractor shall correct all faults in electrical continuity for both pipeline joints and CTS and have the pipeline retested as described above at no additional cost to the PWD. END OF SECTION EASTERN WELLS 16-INCH 98 15056 ' WATER PIPELINE SECTION 15057 COPPER, BRASS, AND BRONZE PIPE FITTINGS AND APPURTENANCES PART 1 - GENERAL A. DESCRIPTION This section includes materials and installation of copper, brass, and bronze pipe, fittings and appurtenances. B. APPROVED MANUFACTURERS ' 1. All materials shall be the appropriate model number specified on standard drawings W-1 and W-2 as manufactured by the companies listed thereon and as additionally listed herein. 2. Copper.Tubing Redding Mueller 3. Service Saddle Jones J979 Mueller BR 2B & BR 2S Ford 2026, 202 BS (1") &202-size IP7 (2") Smith-Blair 371 & 372 ' Ford S912 (for tapping C-900) James Jones J996 (for tapping C-900) 4. Corporation Stop Jones J-1935 & (1") &J-1931 (2") Mueller B-25028 Ford FB-1100 5. Angle Meter Stop Jones J-1963 WSG (518" & 1" mtrs), J-1974 W & J-1975 W (1-112" & 2" mtrs) Mueller B-24258 (5/8!' & 1" mtrs) & B-24286 (2" mtrs) Ford BA 43-342W (5/8" mtrs), BA 43-444W (1" mtrs), BFA 13-777W (1-12' &2" mtrs) 6. Customer Valve Jones J-1908 (5/8" & 1" mtrs) &J-1 913-W(1-112" &2") Ford 813-342 w/HT-34 (5/8"), B-13-444 w/HT-34 (1"), BF-13-777 w/HH-67 (2') 7. Insulating Pipe Bushinas. Unions. or Couplings Central Smith Blair Pipe Seal and Insulator Company EASTERN WELLS 16-INCH 99 15057 WATER PIPELINE PART 2- MATERIALS A. COPPER I 1. Copper tubing shall conform to the requirements of ASTM B 88 for seamless copper water tube. Piping located aboveground or suspended within vaults shall be Type L. Buried piping shall be Type K. Copper pipe shall be of domestic manufacture. 2. Fittings shall be copper conforming to ASTM B 75 and ANSI B16.22, with solder end joints. Fittings 318 inch and smaller may have flared end connections or compression joint connections. 3. Solder shall be silver solder conforming to ASTM B 32, Grade 95TA. Solders containing filler elements, such as Lead (Pb), Zinc (Zc), Cadmium (Cad), Nickel (Ni), or Tin (Sn), will not be permitted. B. BRASS PIPE, NIPPLES, AND FITTINGS Short threaded nipples, brass pipe and fittings shall conform to ASTM B 43, regular wall thickness. Threads shall conform to ANSI B2.1. Teflon tape shall be applied to all threaded joints prior to make-up. ' C. BRONZE APPURTENANCES 1. All items specified herein shall be manufactured of bronze conforming to ASTM B I62, "Composition Brass or Ounce Metal Castings." 2. All size service saddles shall be of the double-strap type for any size of pipe. The straps (or bails) shall be flat and shall be manufactured of silicone bronze. The I body shall be manufactured of bronze and shall be tapped for an iron pipe thread. Form the seal with the pipe with either a rubber gasket or an O-ring. 3. Corporation stops shall be, ball valve type and shall be manufactured of bronze. The inlet fitting shall be a male iron pipe thread when used with saddle and the outlet connection shall be a compression type or iron-pipe thread. I4. Angle meter stops shall be ball valve type and shall be manufactured of bronze. The inlet connection shall be a compression type or female iron-pipe thread and the outlet fitting shall be a meter flange or meter coupling. The inlet and outlet shall form an angle of 90 degrees on a vertical plane through the centerline of the meter stop. A rectangular lug and lock wing shall be provided on the top of the fitting to operate the shutoff mechanism. Two-inch angle meter stops shall be with I "slotted" holes for 1-112-inch or 2-inch meters. 5. Customer Service valves shall be manufactured of bronze with lever-type turn ' handle. The inlet connection shall be a meter flange or a meter coupling and the outlet female iron pipe. I EASTERN WELLS 16-INCH 100 15057 IWATER PIPELINE D. FLANGES, GASKETS, BOLTS, AND NUTS 1. Connect to flanged valves and fittings with bronze flanges conforming to ANSI 816.24, Class 125 or Class 150, to match the connecting flange. Use solder end companion flanges. 2. Gaskets for flanged-end fittings shall be made of asbestos and synthetic rubber binder and shall be full face, 118-inch-thick John-Manville 60, John Crane Co. ' "Cranite," or equal. 3. When both adjoining flanges are bronze, use bronze bolts and nuts. Bolts shall conform to ASTM F 468, Grade C65100 or C63000. Nuts shall conform to ASTM F 467, Grade C65100 or C63000. 4. When only one of the adjoining flanges is bronze, use type 316 stainless-steel bolts nuts. 5. Connect to buried ferrous flanges with flange insulation kits. Bolts used in flange insulation kits shall conform to ASTM B 193, Grade B7. Nuts shall comply with ASTM A 194, Grade 2H. If the adjoining buried flange is bronze, use bronze bolts and nuts as described above, without a flange insulation kit. E6. Provide one (1) washer for each nut. Each washer shall be of the same material as the nut. PART 3-EXECUTION A. COPPER TUBING AND FITTINGS ' 1. Cut tubing square and remove all burrs. Clean both the inside and outside of fitting and pipe ends with steel wool and muriatic acid before soldering. Prevent anneal- ing of fittings and tubing when making connections. Do not miter joints for elbows or notch straight runs of pipe for tees. 2. Bends in soft copper tubing shall be long sweep. Shape bends with shaping tools. Form bends without flattening, buckling, or thinning the tubing wall at any point. ' 3. Brazing procedures shall be in accordance with Articles XII and XIII, Section IX, of the ASME Boiler and Pressure Vessel Code. Silver solder shall be used. Solder shall penetrate to the full depth of the cup in joints and fittings. Solders shall comply with ANSI B31.3, paragraph 328. 4. Buried piping shall be installed with some slack to provide flexibility in the event of a load due to settlement, expansion or contraction. A MINIMUM COVER OF 36 INCHES BELOW THE FINISHED STREET GRADE SHALL BE ADHERED TO. The tubing is to be bedded and covered with sand or select material as determined by the PWD Representative. 5. All domestic service laterals shall be 1-inch minimum size copper tubing. End connections shall be compression type. EASTERN WELLS 16-INCH 101 15057 WATER PIPELINE 1 6. All 2-inch size services shall be installed with straight lengths of soft copper water tube Type K. Solder or compression fittings are acceptable on only the corporation i stop and angle meter stop. All couplings and adapters shall be silver soldered. 7. The service line shall extend perpendicular to the centerline of the street from the water main to the meter stop or structure, except in a cul-de-sac, where the service shall run in a straight line from the water main to the meter stop. ' B. SERVICE SADDLE 1. The service saddle shall be no closer than 18 inches to a valve, coupling, joint, or 1fitting unless it is at the end of the main. 2. The surface of the pipe shall be filed to remove all loose material and to provide a hard, clean surface before placing the service saddle. 3. The service saddle shall be tightened firmly to ensure a tight seal; however, care shall be used to prevent damage or distortion of either the corporation stop or service saddle by over tightening. 4. The tap into the pipe shall be made in accordance with the pipe manufacturer's recommendation. 5. Service saddles connecting to PVC water mains shall be specifically designed for PVC pipe, and shall limit the torque to prevent over-tightening. C. INSTALLING FLANGE BOLTS AND NUTS ' 1. Lubricate bolt threads with graphite and oil prior to installation. 2. Set flanged pipe with the flange bolt holes straddling the pipe horizontal and vertical centerlines. D. INSULATING BUSHINGS AND UNIONS ' Pipe or fittings made of nonferrous metals shall be isolated from ferrous metals by PVC insulating pipe bushings, union, or couplings. END OF SECTION EASTERN WELLS 16-INCH 102 15057 WATER PIPELINE ' SECTION 15064 PVC PRESSURE DISTRIBUTION PIPE PART 1 -GENERAL A. DESCRIPTION L This section includes materials, installation, and testing of polyvinyl chloride (PVC) distribution pipe. ' B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Jacked Casing: 02315 3. Concrete: 03300 4. Painting and Coating: 09900 5. Chlorination of Domestic water Mains for Disinfection: 15041 6. Hydrostatic Testing of Pressure Pipe: 15042 7. Ductile-Iron Pipe and Fittings: 15056 8. Combination Air Release and Vacuum Relief Assembly: 15089 9. Manual Valves: 15100 10. Domestic and Recycled Facilities Identification: 15151 C. APPROVED MANUFACTURERS ' 1. J-M Manufacturing 2. Vinyltech ' 3. Pacific Western 4. Certainteed 1 D. APPLICATION 1. Water distribution mains 2. PVC pipe may be used as a valve can riser. E. REFERENCE STANDARD Conform to AWWA C900, "Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4-inch through 12-inch for Water Distribution", and AWWA C-905, "Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14-inch through 48-inch for Water ' Transmission and Distribution," unless noted otherwise below. 1 EASTERN WELLS 16-INCH 103 15064 WATER PIPELINE PART 2- MATERIALS A. PVC PIPE 1. PVC pipe shall be manufactured in accordance with AWWA C900. The pipe shall ' have gasket bell end or plain end with elastomeric gasket coupling. 2. Laying lengths shall be 20 feet with the manufacturer's option to supply up to 15% random (minimum length 10 feet). ' 3. Each pipe length shall be marked showing the nominal pipe size and O.D, base, the AWWA pressure class, and the AWWA specification designation (AWWA C900 or C905). For domestic water application, the seal of the testing agency that verified the suitability of the material for such service shall be included. 4. Pipe for recycled lines shall be marked as detailed in 15151. 5. Fusion bonded PVC shall be Fusible C900 or C905 Pipe per Underground Solutions, or equal. 6. Restrained Joints for PVC pipe shall be Mega-Lug by MJ at DIP fittings, or Series 2800 for bell restraint harnesses, by EBAA IRON or equal. B. FITTINGS 1. Fittings shall be ductile-iron conforming to Section 15056. 2. Bell size shall be for Class 200 cast-iron equivalent PVC pipe, including the rubber- ring retaining groove. 3. All castings shall be marked CI/PVC AWWA C110. ' C. MANUAL VALVES ' Manual valves shall conform to Section 15100. D. RUBBER RINGS ' Rubber rings for use in the PVC couplings and fittings shall conform to the requirements of ASTM D 1869. ' E. SERVICE SADDLES All service saddles shall be designed for use on C900 OR C905 PVC pipe and in accordance with Section 15057. F. LUBRICANTS ' Lubricant for pipe insertion shall be food grade, and biodegradable. PART 3 -EXECUTION A. GENERAL 1. The contractor shall install all the pipe, closure sections, fittings, valves, and appurtenances shown including pipe supports, bolts, nuts, gaskets, and jointing materials. EASTERN WELLS 16-INCH 104 15064 WATER PIPELINE 2. At all times when the work of installing pipe is not in progress, all openings into the pipe and the ends of the pipe in the trenches or structure shall be kept tightly closed to prevent the entrance of animals and foreign materials. The contractor shall maintain the inside of the pipe clean, sanitary, and free from foreign materials until its acceptance by the PWD. 3. Where closure sections are required by the contractor's installation operations, the sections shall be installed in accordance with the applicable sections of these specifications. 4. The pipe sections shall be laid in the trench to true alignment and grade in accordance with the drawings. Where the grade is not shown, pipe shall have a cover of 36 inches in paved areas and 48 inches in unpaved areas. The PWD shall approve the pipe grade. ' 5. Lay pipe on curves at a radius not less than specified by the pipes manufacturer. B. INSTALLATION ' 1. Trenching, backtilling, and compacting shall be in accordance with Section 02223 and as specified herein. 2. Proper care shall be used to prevent damage in handling, moving, and placing the pipe. Tools and equipment satisfactory to the PWD Representative shall be provided and used by the contractor. 3. The contractor shall take all necessary precautions to prevent the pipe from floating due to water entering the trench from any source; shall assume full responsibility for any damage due to this cause; and shall pay for and perform the work to restore and replace the pipe to its specified condition and grade if any displacement occurs due to floating. 4. Place and compact a minimum of 4 inches of imported sand for the pipe base per Section 02223. ' 5. Excavate bell holes at each joint to permit proper assembly and inspection of the entire joint. ' 6. Pipe shall be cut by a method recommended in the pipe manufacturer's installation guide, and as approved by the PWD Representative. When pipe is cut and is to ' be joined to a cast-iron fitting or another piece of pipe the end shall be beveled in the field or place of manufacture to create a beveled end equal in quality to the machined ends of the pipe as furnished by the manufacturer. Such machining shall not result in undercutting the wall thickness and must be approved by the PWD Representative before installation. 7. All connecting parts of pipe, rings, couplings, and castings shall be cleaned before ' assembly. After bearing has been obtained, couplings shall be assembled in a proper manner (as determined by the PWD Representative). The use of excessive lubricant will not be permitted, and the assembly of the couplings and rings shall be ' in accordance with the manufacturer's recommendations. The pipe manufacturer EASTERN WELLS 16-INCH 105 15064 WATER PIPELINE shall supply lubricant and rubber rings. All fittings and valves shall have joints that match the type of adjoining pipe. 8. All fittings and valves shall be supported so that the pipe is not subjected to the weight of these appurtenances. ' 9. Concrete thrust blocks of the size shown on Standard Drawing W-14 and W-15 and as specified herein shall be provided at the location of all cast-iron fittings, valves, fire hydrants, and end of line plugs. 10. Imported sand shall be used for backfill within the pipe zone per Section 02223. ' 11. Manual valves shall be installed in accordance with Section 15100. 12. Native earth backtill shall be placed and compacted within the trench zone in accordance with Section 02223. All backfill within 24 inches of a valve shall be clean, washed sand. 13. Fusible PVC Pipe and Restrained Joinsts shall be installed per manufacturer's requirements. ' C. INSTALLATIONS WITHIN JACKED CASING 1. Certain portions of the project, such as crossings of some roads, highways, and railroads, may be required to be installed within a jacked casing pipe. 2. The casing size and type shall be in accordance with Section 02315. 3. Work shall not proceed without permission of the PWD Representative. 4. Refer to Standard Drawing W-10 for details. D. COMBINATION AIR AND VACUUM RELIEF VALVES i1. Air release valve assemblies and combination air and vacuum valves shall be installed at each high point in the pipeline as shown on the drawings or as ' specified by the PWD Representative. 2. The tap for the air valves shall be made in a level section of pipe no closer than 18 inches to a bell, coupling,joint, or fitting. 3. Air release valve assemblies shall be installed in accordance with Standard ' Drawing W-16 and Section 15089. E. BLOW OFF ASSEMBLIES 1. Either in-line type or the end-of-line type blow off assemblies shall be installed in accordance with the standard drawings at low points and locations noted on the plans and at such additional locations as required by the PWD Representative for ' removing water or sediment from the pipeline. EASTERN WELLS 16-INCH 106 15064 ' WATER PIPELINE 2. The assembly shall be installed in a level section of pipe. ' 3. The tap for blow off in the line shall be no closer than 18 inches to a valve, coupling, joint, or fitting unless it is at the end of the main. 4. Blow offs shall not be connected to any sewer, submerged in any stream, or installed in any manner that will permit back siphoning into the distribution system. t5. Blow offs shall be installed in accordance with Standard Drawing W-11 and the applicable sections of these specifications. F. PIPE IDENTIFICATION Warning and locator tape shall be installed on all on-site recycled water pipelines and 1 domestic water piping installed within the limits of a recycled water irrigation system. The pipe identification shall be in accordance with Section 15151. G. LOCATOR WIRE A bare 14-gauge solid copper wire shall be placed continuously on the top center of the ' pipe. The wire shall not be spliced at any point, and shall be continuous from riser to riser. The wire shall be brought to the surface at valve locations and shall be accessible by removing the valve can cover. The wire shall be brought up the outside of the valve well and folded over between the inside of the valve can and the valve well. The wire shall be brought to within 6 inches of finish grade. The wire will include 4 feet of slack. The wire shall also be tapped in place by means of a plastic adhesive tape, placed at 10-foot intervals. ' H. THRUST BLOCKS ' 1, Thrust blocks shall be constructed where shown on the drawings, or where directed by the PWD Representative and as specified herein. In general, thrust blocks will be placed at all angles greater than 5 degrees, at changes in pipe size, at fittings, at hydrant ells, and at valves. 2. The area and design of the bearing surface shall be per Standard Drawing W-14 and W-15. 3. The bearing surface shall be against undisturbed ground in ail cases, except where unstable conditions are encountered. In unstable conditions, the bearing surface shall be as directed by the PWD Representative. ' 4. Unless otherwise directed by the PWD Representative, the blocking shall be placed so that the pipe and fitting joints are accessible for repair. 5. Metal harness of tie rods and pipe clamps shall be used to prevent movement if shown on the plans or directed by the PWD Representative. 6. Exposed ferrous rods and clamps shall be coated with bituminous mastic per ' Section 09900. EASTERN WELLS 16-INCH 107 15064 WATER PIPELINE 7. Reinforcing steel tie-down rods shall be used on all line valves. 8. The depth of thrust blocks below valves shall conform to the size of the valve and shall be cut into the side of the trench a minimum of 12-inches on each side. 9. Concrete for thrust blocks shall be class B concrete per Section 03300. 10. Mechanical restraint systems may be used only with prior PWD approval. Such systems shall be coated with 30-mils dry film thickness of shop applied polyurethane coating. Materials and bolts shall be stainless steel in accordance with Sections 09900, and 15056. I. SLOPE PROTECTION 1. Slope protection shall be installed where shown on the plans in accordance with Section 03300, wherever the profile of the ground surface above the pipeline exceeds 20% and where no pavement or other surfacing is to be laid over the facility. 2. The installation of the slope protection shall be considered a part of the work, and 1 the contractor shall include the expense in the contract cost. 3. A 2-sack cement slurry encasement may be used as directed by the PWD Representative. The encasement shall extend to within 1-foot of the ground surface and to within 1-foot of the toe of slope in which the pipe is constructed. J. CHLORINATION ' All pipelines shall successfully be chlorinated in accordance with Section 15041 prior to connection to the existing distribution system. K. HYDROSTATIC TESTING All pipelines shall pass a hydrostatic pressure test in accordance with Section 15042. END OF SECTION EASTERN WELLS 16-INCH 108 15064 WATER PIPELINE SECTION 15489 COMBINATION AIR-RELEASE AND VACUUM RELIEF VALVE ASSEMBLY PART 1 - GENERAL A. DESCRIPTION This section includes materials and installation of combination air and vacuum valves. Air release and vacuum relief assemblies to be provide and installed per AWWA C 512, unless noted otherwise in this section. B. APPLICATION 1. Air release and vacuum relief valves shall be installed at high points in continuous lines 10-inches and larger or as shown on the plans. ' 2. If the profile changes during construction from that shown on the drawings, the air and vacuum release valves shall be installed at the high points in lines as constructed. 3. The installation shall be complete as shown on Standard Drawing W-16. rC. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Concrete: 03300 2. Painting and Coating: 09900 3. Hydrostatic Testing of Pressure Pipelines: 15042 4. Copper, Brass and Bronze Pipe, Fittings and Appurtenances: 15057 t5. Manual Valves: 15100 D. APPROVED MANUFACTURERS 1. APCO Model 143C, and 145C 2. Val-Matic 3. Pipeline Products Company. E. AIR RELEASE VALVE CRITERIA 1. Air release shall be sized to accommodate the release of the maximum amount of entrained air that could be released in the system, as a function of the maximum differential in temperature and pressure which could result in air entrainment, or 1 2%of the volume of water passing through the system; whichever is greater. EASTERN WELLS 16-INCH 109 15089 WATER PIPELINE F. VACUUM RELIEF CRITERIA 1. The vacuum relief shall be sized to accommodate 200%of the normal flow. PART 2 -MATERIALS A. COMBINATION AIR AND VACUUM RELIEF 1. Materials of construction for combination air and vacuum relief valves shall be as described below: Item Material Specification Body and Cover Cast iron Ductile iron Float, Lever, Poppet Stainless steel ANSI Type 316 (ASTM A240 or A276) Seat Rubber Buna-N 2. Coat exterior of valves with one coat of primer and two coats of finish paint at the place of manufacture, applied per Section 49900. 3. Coat interior of valves with epoxy at the place of manufacture in accordance with Section 09900. B. STEEL VENTED PIPE VERTICAL COVER 1. The steel vented pipe vertical cover shall be manufactured from 12-gauge steel or approved equal. C. SERVICE PIPING Water service piping utilized in the installation of the combination air and vacuum relief valve shall be Type K copper with bronze accessories per Section 15067. D. PVC PIPE PVC pipe nipple shall be Class C900 or C905 as described in Section 15064, Schedule 80. ' PART 3- EXECUTION A. LOCATION ' 1. Air release valve assemblies and combination air and vacuum valves shall be installed at each point in the pipeline as shown on the drawings or as specified by the PWD Representative. 2. The tap for the air valves shall be made in a level section of pipe no closer than 18 inches to a bell, coupling, joint, or fitting. EASTERN WELLS 16-INCH 110 15089 WATER PIPELINE r r3. The center of the PVC sleeve shall be, except as otherwise approved by the PWD Representative, located as shown on Standard Drawing W-16 as described below: a. Where concrete curb or asphalt concrete (AC) berm exists or is to be constructed, and the sidewalk is next to the property line; 2 feet 1 inch back of the face of the curb. b. Where 6-foot wide or narrower sidewalk is to be installed or exist next to the curb; 10 inches back of sidewalk edge. Where there is insufficient Public Right-of-Way behind of the sidewalk, an easement will be required. C. Where there is no curb or berm, the location shall be designated by the PWD Representative. B. INSTALLATION r1. Air release assemblies and combination air and vacuum valves shall be installed in accordance with Standard Drawing W-16. 2. The tap and piping shall be installed per Section 15057. M3. The concrete pad and support shall be constructed per Section 03300. 4. Clean threaded joints by wire brushing or swabbing. Apply Tetlon joint compound or Teflon tape to pipe threads before installing threaded valves. Joints shall be watertight. 5. The air and vacuum relief valve and the steel vented pipe cover shall be painted in accordance with Section 09900. The final coat of paint shall be applied immediately prior to the final inspection. 6. A bronze ball valve with handle shall be installed on the copper service line above the concrete slab. 7. A PVC nipple shall be installed between the shutoff valve and the air release valve. C. VALVE PRESSURE TESTING r1. Test valves at the same time that the connecting pipelines are pressure tested. See Section 15042 for pressure testing requirements. r2. Protect or isolate any parts with a pressure rating is less than the test pressure. END OF SECTION r r r EASTERN WELLS 16-INCH 111 15089 WATER PIPELINE SECTION 15096 WALL PIPES, FLOOR PIPES AND PIPE SLEEVES PART 1 - GENERAL A DESCRIPTION 1. Scope: a. CONTRACTOR shall provide all labor, materials, equipment and incidentals as shown, specified and required to furnish and install all floor Npipes, pipe sleeves, wall pipes, other wall pieces, and escutcheons. 2. Related Sections specified elsewhere: a. Section 03300, Cast-In-Place Concrete. b. Division 15, Sections on Piping and Valves. B QUALITY ASSURANCE 1. Reference Standards: Comply with applicable provisions and recommendations of the following except as otherwise shown or specified. a. ANSI 816.1, Cast-Iron Pipe Flanges and Flanged Fittings. b. ANSI 1316.4, Cast-Iron Threaded Fittings. C. AWWA C104 (ANSI A21.4), Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. d. AWWA C110 (ANSI A21.10), Ductile-Iron and Gray-Iron Fittings, 3-in. Through 48-in., for Water and Other Liquids. e. AWWA C111 (ANSI A21.11), Rubber-Gasket Joints for Ductile-Iron and Gray-Iron Pressure Pipe and Fittings. f. AWWA C115 (ANSI A21.15), Flanged Ductile-Iron and Gray-Iron Pipe with Threaded Flanges. g. AWWA C151 (ANSI A21.51), Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids. h. AWWA C200, Steel Water Pipe 6 Inches and Larger. i ASTM A123, Floor and Wall Sleeves. C SUBMITTALS The following shall be submitted in compliance with section 01300. 1. Shop Drawings: Submit for approval the following: a. Detailed drawings and data on all wall and floor pipe, and pipe sleeves. Submit and coordinate these with Shop Drawings required for all piping systems. D PRODUCT DELIVERY, STORAGE AND HANDLING 1. Refer to Section 15051, Buried Piping Installation, and Section 15052, Exposed Piping Installation. EASTERN WELLS 16-INCH 112 15096 WATER PIPELINE PART 2 - PRODUCTS A MATERIALS 1. Wall and Floor Pipes: a. Material: Same as specified for the piping connected to wall or floor pipe, unless otherwise approved by PWD. b. End Connections: As shown or approved. C. Thickness: Same as specified for the piping connected to wall or floor pipe. d. Collars: Provide collars at mid-point of wall for anchorage and water tightness. e. Pipes ends shall be flush with wall face unless otherwise shown. f. Flanged ends and mechanical joint bells shall be drilled and tapped for ' studs. Provide studs of same material as connected piping except buried studs shall be of Type 316 stainless steel. g Length: Wall fittings shall be equal to the thickness of the wall in which they are installed plus the exterior projection required for joint connections. h. Steel pipe which is cast into walls shall have a collar at mid-point of wall for anchorage and water tightness, as shown or as required. 2. Pipe Sleeves: a. Ferrous and Plastic Pipe: Use standard weight galvanized steel pipe unless otherwise shown. b. Size sleeves to provide annular space required to accommodate mechanical C. Link-type seals that are used. 3 Cast Wall Sleeves: a. Material: Ductile iron furnished with integral wall collar. b. Dimensions: As required for mechanical joint pipe to pass through sleeve. Length as required. 4 Mechanical Seals: Provide link-type mechanical seals in pipe sleeves with adjusting bolts suitable for 20 psi working pressure. a. Type: Mechanical seals through non-fire rated walls: 1. Pressure Plate: Glass reinforced nylon plastic. 2. Bolts and Nuts: 18-8 stainless steel. 3. Sealing Element: EPDM rubber. b. Type: Mechanical seals through fire-rated walls; two independent mechanical seal assemblies required: 1. Pressure Plate. Low carbon steel, galvanized. 2. Bolts and Nuts: Low carbon steel, galvanized. 3. Sealing Element: Silicone rubber. C. Product and Manufacturer: Seals shall be as manufactured by: 1. Thunderline Corporation. 2. Or equal. EASTERN WELLS 16-INCH 113 15096 IWATER PIPELINE PART 3 - EXECUTION A INSTALLATION 1. Wall Pipes: Install as shown and in accordance with approved Shop Drawings. 2. Pipe Sleeves: a Use sleeves wherever pipes pass through walls, partitions, floors, and roofs unless otherwise shown. b All sleeves through floor slabs shall extend a minimum of 2 inches above finished floor. C. Anchor sleeves to concrete and masonry walls as shown or otherwise approved. d. Sleeves through walls shall be flush with wall face. e. All pipe joints and annular spaces in exterior walls or walls subjected to hydrostatic pressure shall be completely watertight. f. Use link type seals to seal sleeve against hydrostatic pressure. Size Sleeves to provide annular space required to suit link type mechanical seals that are used. g. Do not install sleeves and pipes through structural members unless specifically shown and approved by PWD. h. Size sleeves to provide annular space as follows: Annular Space Pipe Size Requirement Less than 2-in. 112-in. To 314-in. 2-in. To 4-in. 314-in. To 1-114-in. 6-in. To 12-in. 1-114-in. To 2-1n. Over 12-in. 2-in. To 3-in. i. Seal annular spaces between pipe and sleeve material with non-shrink epoxy grout material. 3. Install wall and ceiling plates in accordance with the manufacturer's recommendations and the approved Shop Drawings. END OF SECTION EASTERN WELLS 16-INCH 114 15096 1 WATER PIPELINE SECT10N 15100 MANUAL VALVES PART 1 - GENERAL A. DESCRIPTION This section includes materials, testing, and installation of manually operated valves and detector check valves. Manual valves to be supplied and installed per applicable sections of AWWA C500, unless noted other wise below. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3. Painting and Coating: 09900 4. Hydrostatic Testing of Pressure Pipelines: 15042 5. Ductile-iron Pipe and Fittings: 15056 6. Domestic and Recycled water Facilities Identification. 15151 C. APPROVED MANUFACTURERS AND MODELS 1. Gate Valves - Aboveground Smaller Than 3 Inch Crane 438 Stockham 103 2. Gate Valves - Buried Smaller Than 3 Inch StockhamG-739, or G-745 Kennedy 597X or 561 X Mueller r3. Gate Valves - 3 Inch and Larger Mueller, Series A-2380 Clow, List 14 M&H Kennedy 4. Butterfly,Valves Pratt Groundhog Keystone DeZurik EASTERN WELLS 16-INCH 115 15100 WATER PIPELINE 5. Resilient Wedge Gate Valves: 4 Inch through 12 Inch Clow RW F6100 American Flow Control Series 500 M & H Kennedy American AVK Co. 6. Tapping Sleeves JCM 432 Powerseal 3490 Cascade Waterworks CST-EX 7. Valve Boxes ' Domestic water Brooks Products No. 3RT Eisel Enterprises Inc., #10413 ' Recycled water Brooks Products No. 4 TT Eisel Enterprises Inc., #4TT-VB 8. Detector Check Valves All units must be in the latest edition of the list of approved backflow devices as supplied by the "Foundation for Cross Connection Control and Hydraulic Research" by the U.S.C. school of engineering. D. REFERENCE STANDARDS Valves shall conform, as applicable, with the latest editions of the following codes and standards. AWWA C500 Gate Valves AWWA C504 Rubber-Seated Butterfly Valves AWWA C509 Resilient Wedge Gate Valves ASTM B62 Composition Brass or Ounce Metal Castings Ductile Iron Castings for Valves Ductile Iron Pipe Flanges ASTM D 429 Tests for Rubber Property- Adhesion to Rigid Substrates E. FLANGED END All valves connecting to mains shall be flanged on both sides to allow for the use of test plates during the pressure testing. EASTERN WELLS 16-INCH 116 15100 WATER PIPELINE F. SINGLE TYPE OF VALVE ' The developer shall choose an approved valve and then use only that valve throughout the development. G. DETECTOR CHECK ASSEMBLY 1. Valves for the Detector check assembly are to be part of an integral unit, assembled by the detector check manufacturer. H. BUTTERFLY VALVES Butterfly valves shall only be used on lines 14 inches and larger or as specifically shown on the plans. I. RESILIENT WEDGE VALVES Resilient wedge valves shall be used on all pressure class 150 lines 4 inch through 12 inch. PART 2-MATERIALS A. GENERAL ' 1. Valves shall be installed complete with operating hand wheels or levers, extension stems, worm gear operators, operating nuts, and wrenches required for operation. 2. Valves shall have the name of the manufacturer and the size of the valve cast or molded onto the valve body or bonnet or shown on a permanently attached plate. 3. Valve body and trim casting shall be of domestic origin. 4. Body bolts for all buried valves shall be 316, or 18-8 stainless steel. B. VALVE OPERATORS ' 1. Provide lever or wrench operators having adjustable, "position indicator" for exposed valves smaller than 6 inches. 2. Provide 2-inch AWWA operating nuts for buried and submerged valves. I 3. Provide gear operators on butterfly valves 6 inches and larger. Gear operators for valves 8 inches through 20 Inches shall be of the worm and gear, or of the traveling nut type. 4. Gear operators shall be enclosed, suitable for running in oil with seals provided on shafts to prevent entry of dirt and water into the operator. Gear operators for valves located above ground or in vaults and structures shall have hand wheels. EASTERN WELLS 16-INCH 117 15100 WATER PIPELINE Minimum hand wheel diameter shall be 12 inches. The operator shall contain a dial indicating the position of the valve disc or plug. Gear operators for buried or submerged valves shall have 2-inch square AWWA operating nuts. 5. For buried or submerged service, provide watertight shaft seals and watertight valve and actuator cover gaskets. Provide totally enclosed operators designed for buried or submerged service. 6. Traveling nut and worm and gear operators shall be of the totally enclosed design so proportioned as to permit operation of the valve under full operating head with a maximum pull of 80 pounds on the hand wheel or crank. Provide stop limiting devices in the operators in the open and closed positions. Operators shall be of the self-locking type to prevent the disc or plug from creeping. Design operator components between the input and the stop-limiting devices to withstand without damage a pull of 200 pounds for hand wheel or chain wheel operators and an input torque of 300 foot-pounds for operating nuts when operating against the stops. l7. Operators on buried valves shall produce the required torque on the operating nut with a maximum input of 150 foot-pounds. 8. Valve operators, hand wheels, or levers shall open by turning counterclockwise. C. PAINTING AND COATING 1. Coat metal valves (except bronze and stainless-steel valves) located above ground or in vaults and structures in accordance with Section 09900. Apply the specified prime coat at the place of manufacture. Apply finish coat in field. Finish coat shall match the color of the adjacent piping. Coat hand wheels the same as the valves. 2. Coat buried metal valves at the place of manufacture per Section 09900. 3. Valves 4 inches and larger shall be 100% powder epoxy fusion bonded coated on their interior metal surfaces excluding seating areas and bronze and stainless- steel pieces in accordance with AWWA C550 and these specifications. The coating materials used must be NSF or UL approved. Sandblast surfaces in accordance with SSPC SP-5 Coat the interior ferrous surfaces using one of the following methods: ' a. Apply powdered thermosetting epoxy (3M Scotchkote 206N or 134 or equal) per the manufacturer's application recommendations to a thickness of 8 to 10 mils. b. Where, in the Engineer's opinion, because of the nature of the item being coated it would be impossible to use the fusion-bonded powder epoxy method without causing damage to the item, the use of a liquid epoxy, factory applied by the manufacturer of the item being coated, will be permitted. Said liquid epoxy shall be as specified herein. EASTERN WELLS 16-INCH 118 15100 WATER PIPELINE ' The use of liquid epoxy other than those specified, including the equipment manufacturer's proprietary coating system, must be reviewed 1 and approved by the Engineer prior to use. All valve coatings shall be factory applied. Coating applied by the valve distributor will not be permitted. D. VALVES Aboveground Ball Valves 3 Inches and Smaller 1. Aboveground threaded end ball valves, 1/4 inch through 3 inches, for water service shall be non-rising stem, screwed bonnet, solid wedge disc type having a minimum working pressure of 220 psi. 2. Materials of construction shall be as described below: Component Material Specification Body Bronze ASTM B 62 Bonnet Bronze ASTM B 62 Disc Bronze ASTM B 62 Stem Bronze or copper silicon ASTM B 62, B 99 (Alloy 651), B 584 B 371 (Alloy 694) 3. Stem material shall have a minimum tensile strength of 60,000 psi and minimum yield strength of 30,000 psi. 4. Hand wheels shall be brass. 5. Packing shall be Teflon. E. BURIED GATE VALVES SMALLER THAN 3 INCHES 1. Buried gate valves for air or water service shall be iron body, bronze mounted, non-rising stem type, double disc, parallel seat, and shall have a working pressure of at least 200 psi. 2. Valves shall have flanged or threaded ends to match the pipe ends. ' 3. Valves shall have a 2-inch AWWA operating nut. 4. Materials of construction shall be as described below: EASTERN WELLS 16-INCH 119 15100 WATER PIPELINE 1 1 Component Material Specification ' Body, Bonnet, Cast iron or -_ stuffing Box Ductile iron Operating Nut, Bonnet Bolts 316 stainless -- ' Stuffing Box Bolts 316 stainless -- Discs, Disc Nut, Bronze ASTM B 62 Disc Ring, Seat Ring O-Rings Synthetic rubber ASTM D2000 Stem Copper silicon or ASTM B 584, manganese bronze Alloys C86200, C86300, C86400, 087500, or C876W ' F. GATE VALVES 3 INCHES AND LARGER 1. Valves shall conform to AWWA C500 and the following. ' 2. Gate valves shall be designed for a working pressure of 150 psi or 250 psi as required. 3. Valves shall be ductile iron bodied, solid bronze internal working parts, parallel faced, bottom wedging double-discs, non-rising stem opening to the left, O-Ring seals, and a 2-inch-square operating nut. 4. Materials of construction shall be as described below; Component Material S ecification Body, Bonnet Cast iron or -- Ductile iron Operating Nut, Stuffing Box ' Bonnet Bolts Stainless steel Type 316 Stuffing Box Bolts Stainless steel Type 316 Bolts Interior Parts, Bronze ASTM B 62 ' Discs O-Rings Synthetic rubber ASTM D2000 EASTERN WELLS 16-INCH 120 15100 WATER PIPELINE 1 1 5. Gate valve stems shall be of low zinc content (2%), having a minimum tensile strength of 70,000 psi, a yield strength of 40,000 psi, and 12% elongation in 2 ' inches. The stem is to be visibly marked so that it meets this requirement. 6. Furnish gate valves with ends as specified on plans or by the PWD Representative. G. TAPPING VALVES 1. Tapping valves shall conform with all requirements for gate valves 3 inches and larger and the additional requirements listed herein. 2. All valve ends shall be flanged. The flange on one end shall have slotted boltholes to fit all standard tapping machines. ' 3. Seat rings shall be oversized to permit the use of full-size cutters. 4. Resilient wedge valves may be used as tapping valves. Provided that the disk fully retracts to produce a full port opening. 1 H. TAPPING SLEEVES 1. Tapping sleeves shall be full circle stainless steel. ' 2. Gaskets shall be Buna-N rubber with a wide cross section. 1. All bolts nuts, and washers shall be Type 316 stainless steel; nuts shall be 316 ' stainless steel, and Teflon coated, Tripac 2000 or approved equal. 1. BUTTERFLY VALVES 1. Butterfly valves shall be short body, conforming to AWWA C504, Class 150. Minimum working differential pressure across the valve disc shall be 150 psi unless specified otherwise on the drawing. 2. Butterfly valves shall be furnished and installed with the type of ends as shown on the plans and as herein specified. Wafer style valves will not be permitted. ' 3. Each valve body shall be tested under a test pressure equal to twice its design water working pressure. 4. Valves shall be bubble tight at rated pressures and shall be satisfactory for throttling service and frequent operation after long periods of inactivity. Valve discs ' shall rotate 90 degrees from the full-open position to the tight-shut position. 5. Flanged ends shall be ductile iron, class 250. ' 6. Valve shafts shall be Type 316 stainless steel with Type 316 stainless-steel journals and static seals. Valve shafts shall be dual stub shafts or a one-piece shaft extending completely through the valve disc. EASTERN WELLS 16-INCH 121 15100 WATER PIPELINE M 7. Materials of construction shall be as described below: Comoonent Material Specification Body Cast iron or ductile iron Exposed Body 316 Stainless steel Capscrews, 316 Stainless steel Bolts 316 Stainless steel Discs Cast iron ductile iron, or Ni-Resist & The rubber seat shall be an integral part of the valve body. Rubber seats fastened to the disc by any means shall not be permitted. J. RESILIENT-SEATED GATE VALVES 1. Valves shall conform to AWWA C509 and the requirements listed herein. 2. All valves shall be bubble tight at 200 psi working pressure. 3. Valves shall have non-rising low zinc stems, opening by turning left and provided with 2-inch-square operating nut. Outside stem and yolk valves shall be used on backflow device shutoff valves. 4. Each valve shall have a smooth unobstructed waterway free from any sediment pockets. 5. Stuffing boxes shall by O-ring seal type with two rings located in stem. M6. Low friction torque reduction thrust bearings shall be located both above and below the stem collar. EASTERN WELLS 16-INCH 122 15100 ' WATER PIPELINE 7. Materials of Construction shall be as described below: ' Component Material Specifi,ation Body, Operating Cast Iron ASTM A 126 Nut Bonnet, Seal of Ductile Iron Class B Plate Gate Cast Iron Ductile Iron ' Bonnet and Seal 316 Stainless Steel Bolts O-Rings Synthetic Rubber ASTM D2000 8. All internal working parts (excluding gate) shall be all bronze containing not more than 2 percent aluminum or more than 7 percent zinc. Valve stems shall be cast or forged from bronze having a tensile strength of not less than 60,000 psi, a yield point of not less than 30,000 psi, and an elongation of not less than 10 percent in 2 inches. 9. All gates snail be encapsulated in Buna-S rubber or nitrile elastomer. K. BOLTS AND NUTS FOR FLANGED VALVES Bolts and nuts for flanged valves shall be stainless steel in accordance with Section 15056. L. GASKETS Gaskets for flanged end valves shall be as described in Section 15056. M. VALVE BOXES FOR BURIED VALVES 1. Valve extension pipe material shall be 8-inch PVC pipe. 2. Design cast iron cap to rest within a frame on a cast-in-place concrete ring surrounding the valve extension pipe; size the tapered skirt of the cap for a close fit inside the upper sleeve portion of the valve box. Caps for the domestic water system shall be circular with the word "WATER" cast on the cap. Caps for the ' recycled water system shall be triangular with "NDW" cast on the cap. Coat the cap and frame with asphalt or coat-tar paint. N. EXTENSION STEMS FOR BURIED VALVE OPERATORS 1. Where the depth of the valve is such that its centerline is more than 4 feet below grade, provide operating extension stems to bring the operating nut to a point 24 to 36 inches below the surface of the ground and/or box cover. EASTERN WELLS 16-INCH 123 15100 WATER PIPELINE r 2. Extension stems shall be steel and shall be complete with 2-inch-square operating nut. 3. Valve stem extensions shall be of a solid design (no pinned couplings permitted) with guides. 4. Valve extensions shall conform to Standard Drawing W-9. rPART 3 - EXECUTION A. JOINTS 1. Bolt holes of flanged valves shall straddle the horizontal and vertical centerlines of the pipe run to which the valves are attached. Clean the flanges by wire brushing before installing flanged valves. Clean flange bolts and nuts by wire brushing, lubricate threads with oil and graphite, and tighten nuts uniformly and progressively. If flanges leak under pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retighten the bolts and nuts, and retest the joints. Joints shall ' be watertight. 2. Clean threaded joints by wire brushing or swabbing. Apply Teflon joint compound ' to Teflon tape to pipe threads before installing threaded valves. Joints shall be watertight. r 3. The contractor shall inspect rubber ring grooves of valves before installation for ridges or holes that would interfere with the rubber ring. Interferences with the rubber ring shall be corrected to a satisfactory connection or the valves replaced, as required by the PWD. (All valves shall have the same rubber-ring groove profile as the groove of the pipe couplings furnished with the pipe.) B. BUTTERFLY VALVE OPERATORS Butterfly valves shall be installed with the operators on the street centerline side of the pipeline or in the position shown in Standard Drawing W-13. C. EXTERIOR PROTECTION ' 1. All exposed flanges and other metal surfaces and all damaged coatings shall be coated after assembly with bituminous mastic per Section 09900. 2. Wrap buried valves with 8-mil polyethylene wrap per AWWA C105. D. CONCRETE SUPPORTS 1. Valves shall be anchored in concrete as shown in Standard Drawing W-13. 2. Concrete supports will not be required under valves bolted to flanged fittings. 1 EASTERN WELLS 16-INCH 124 15100 WATER PIPELINE ' 3. Temporarily support valves with wooden skids until permanent supports are poured so that the pipe is not subjected to the weight of the valve. r4. All concrete anchors and thrust blocks specified or required by the PWD Representative are considered as part of the pipeline installation. ' E. VALVE BOXES 1. Valve boxes shall be firmly supported and shall be kept centered and plumb over the operating nut of the valve. 2. Beveled sections of pipe will not be allowed at the top of the valve extension pipe. The top cut shall be square and machine made_ 3. During the construction of new tracts, the valve extension pipes for "key valves" ' shall extend well above the ground level to permit ease of location in case of emergency shutoffs. 4. The box cover shall be flush with the surface of the finished pavement or at any other level designated by the PWD Representative. F. BACKFILL 1. All backfill within 24 inches of a valve shall be clean, washed sand. 2. Backfill is to be placed and compacted in accordance with Section 02223. G. VALVE LEAKAGE TESTING 1. Test valves for leakage at the same time that the connecting pipelines are tested. See Section 15042 for pressure testing requirements. ' 2. Valves shall have a pressure rating higher than or equal to the test pressure. H. TAPPING SLEEVES Tapping valves shall be installed per PWD standard detail W-22, and as modified below. 1. The tapping sleeve shall be installed in accordance with the manufacturer's instructions and to the satisfaction of the PWD Representative. 2. The pipe barrel shall be thoroughly cleaned with a wire brush to provide a smooth, hard surface for the sleeve. 1 3. The sleeve shall be supported independent of the pipe during the tapping operation. 4. The sleeve shall be pressure tested in the presence of the PWD Representative prior to tapping. 5. Thrust blocks shall be provided at the tapping sleeve. EASTERN WELLS 16-INCH 125 15100 WATER PIPELINE r i 6. Size on size taps will not be permitted. For size on size connections a "Tee" is to be cut in. END OF SECTION 1 i 1 1 i 1 1 1 EASTERN WELLS 16-INCH 126 15100 ' WATER PIPELINE SECTION 15150 METERS PART 1 - GENERAL A. DESCRIPTION This section describes the purchase, materials, installation and testing of meter assemblies. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Structure Excavation: 02200 2. Concrete: 03300 3. Precast Concrete Vaults: 03462 4. Painting and Coating: 09900 5. Copper, Brass, and Bronze Pipe, Fittings, and Appurtenances: 15057 6. Ductile-Iron Pipe and Fittings: 15056 7. Manual Valves: 15100 C. APPROVED MANUFACTURERS 1. Displacement!me-- 518 inch throe h 2-inch Sensus SR-II Neptune Trident 10 Badger Recordall 2. Turbine Met@rs SensusSeries "W" Schlumberger trident series Badger 3. Compound Meters Sensus SRH Neptune True/Flow Badger Recordal 4. Propeller Meters McCrometer Water Specialties Sparling 5. Fire Service Meter Assembly Sensus Fireline EASTERN WELLS 16-INCH 127 15150 WATER PIPELINE IProtectus III 6. V-Cone Flow Meters McCrometer V-cone flow meter D. RESIDENTIAL METERS 1. The developer shall expose and set to grade all angle meter stops prior to requesting installation of the meters. 2. The developer is responsible for the installation of the meter box and angle meter stop. 3. Prior to occupancy, the PWD will, upon finding the installation to be acceptable, record all meter account information and padlock the curb stop in the off position. The developer will subsequently be relieved of any additional responsibility for consumption or service charges for this service. 4. Subsequent applications for permanent service shall be made in accordance with the PWD's Rules and Regulations. E. BY-PASS LINE 1. A by-pass line shall be installed on all meter assemblies 3-inch and larger. A by- pass line is not required under the following conditions, as determined by the PWD. a. A by-pass line is not required when the facility is serviced by multiple metered connections. b. A by-pass line is not required on irrigation services. 2. A lockable corporation stop or valve shall be installed in all by-pass lines. 3. A by-pass line may be required on smaller installations that require continuous service. PART 2 - MATERIALS A. GENERAL 1. All meters shall be new and of current manufacture design. 2. All parts of the meters of the same size and model shall be interchangeable. 1 B. REGISTERS 1. The registers on all meters shall have straight reading dials with full sweep test circles. 2. All registers are to be calibrated to read in cubic feet. EASTERN WELLS 16-INCH 128 15150 ' WATER PIPELINE 3. All registers are to be direct read. This may require the stamping of a zero or zeros on the register dial face. The last two digits including the zero or zeros stamped on the register dial face shall be easily distinguishable from the balance of the digits either by contract of white numbers on black or red numbers on white. 4. Registers for positive displacement, compound, and turbine meters are to be hermetically roll sealed. 5. Register gears shall be self-lubricating molded plastic unless stated otherwise. Register gears for propeller meters may be bronze. 6. Registers for positive displacement and turbine meters shall not have replaceable change gears. 7. Registers shall be driven by a magnetic coupling. 8. All register lenses shall be tempered glass. 9. All registers shall be provided with low flow detectors. 10. All registers shall be oriented to read from the inlet side of the meter. 11. The register must be attached to the meter case by a bayonet attachment. The register assembly shall be able to mount any of four positions. On positive displacement meters the standard mount position shall read from the meter inlet side. ' C. STAINLES5_STEEL HARDWARE All bolts, nuts, cap screws, studs, and washers shall be Type 316 stainless steel ASTM A 193 B8M for bolts, and ASTM A 194 8M for nuts 1 DISPLACEMENT TYPE METERS (f/8 INCH THROUGH 2 INCH) 1. Meters shall conform to the material and performance requirements of AWWA C700, as most recently revised, and as specified herein. 2. The manufacturer shall furnish certified results for each meter showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C700 when tested in accordance with AWWA Manual M6. 3. All meters body components resisting pressure shall be bronze. 4. All register boxes and covers shall be synthetic polymer or bronze. 5. Casing bolts shall be stainless steel or bronze. 6. All internal hardware shall be stainless steel. 7. 5/8-inch through 1-inch meters shall have external straight threads. 1'/i-inch and 2-inch meters shall have flanges on ends. 8. The face-to-face length and maximum profile height of the meter shall be as described below: ' Maximum Profile Height Face-to-Face Centerline Inlet to Meter Size Dimension Register Cover inches (inches) (inches) 5/8 7-1/2 3-1/4 5/8 by 3/4 7-1/2 3-1/4 1 10-3/4 3-1/4 1-1/2 13 4-1/4 2 17 5 EASTERN WELLS 16-INCH 129 15150 1 WATER PIPELINE 9. All meters shall have plastic or stainless steel internal strainers. 10. All registers and register boxes shall be secured to the main casing by acceptable tamper-proof means. Safety wiring of standard bolts and screws is NOT considered an acceptable method of tamper proofing. 11. The serial number of each meter shall be imprinted on the register box cover, and the main case. 12. Register shall be removable without reducing pressure or removing the main case ' from the installation. 13. All positive displacement meters shall be supplied with the following warranty, which shall not be prorated under any conditions: a. All meters shall be guaranteed to maintain new-meter accuracy (±11/2%) for five years. ' b. All measuring chambers and disks or pistons shall be guaranteed against malfunction for fifteen years. C. All registers shall be guaranteed for twenty-five years. E. TURBINE METERS (1'/2-INCH AND LARGER) 1. All meters shall conform to AWWA C701 Class 11 and the requirements specified 1herein. 2. The manufacturer shall furnish certified test results for each meter showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C701 when tested in accordance with AWWA Manual M6. 3. Turbine meters shall have all bronze main cases. 5. Straightening vanes shall be provided in the main case of all meters. 7. A calibration-adjusting vane located in the measuring chamber shall be provided on all meters. 8. All rotors shall be thermoplastic with graphite bearings (PTFE) rotating on a stainless steel or tungsten carbide shaft. 1 9. All motion shall be transmitted from the rotor to the register through a magnetic coupling. 10. All register boxes and covers shall be bronze. EASTERN WELLS 16-INCH 130 15150 WATER PIPELINE 1 11. All registers and register boxes shall be secured to the measuring chamber by acceptable tamper-proof means. Safety wiring of standard bolts and screws is NOT considered an acceptable method of tamper proofing. 12. All turbine meters shall be equipped with strainers. The strainer body and cover shall be cast bronze or ductile iron. Cast or ductile iron will be permitted only on 8- inch and larger or fire service strainers. All cast or ductile iron strainers shall be epoxy lined in accordance with Section 09900. All strainers shall be furnished with bronze or stainless steel screens with an effective open area at least double the area of the meter. On metered fire service installations, a U.L. approved strainer with an effective open area at least 4 times the equivalent open area of the meter will be required. 13. All measuring chamber, strainer cover, and flange bolts shall be Type 316 stainless steel. 14. The serial number of each meter shall be imprinted on the register cover, and the main case. F. COMPOUND METERS (3-INCH AND LARGER) 1. All meters shall conform to AWWA C702 and the requirements specified herein. 2. The manufacturer shall furnish certified test results for each meter showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C702 when tested in accordance with AWWA Manual M6. 3. Compound meters shall have all bronze main cases. 4. All compound meters shall have flanged connections. 5. A test plug shall be provided in the outlet side of the main case of all meters. 6. The measuring chamber shall be capable of operating within the specified AWWA accuracy limits without recalibration when transferred from one main case to another. 7. A calibration-adjusting vane located in the measuring chamber shall be provided on all meters. 8. All rotors shall be thermoplastic with graphite bearings rotating on a stainless steel shaft. 9. All motion shall be transmitted from the rotor to the register through a magnetic coupling. Worm gears will NOT be permitted. 10. All register boxes and covers shall be bronze or synthetic polymer. 11. All registers and register boxes shall be secured to the measuring chamber by acceptable tamper-proof means. Safety wiring of standard bolts and screws is NOT considered an acceptable method of tamper proofing. 12. All compound meters shall be equipped with strainers. The strainer body and cover shall be bronze or cast or ductile iron. Cast or ductile iron will be permitted only on 10-inch and larger or fire service strainers. All cast or ductile iron strainers shall be epoxy lined in accordance with Section 09900. All strainers shall be furnished with bronze or stainless steel screens with an effective open area at least double the area of the meter. 13. All measuring chamber, strainer cover, and flange bolts shall be Type 316 stainless steel. EASTERN WELLS 16-INCH 131 15150 WATER PIPELINE 14. The serial number of each meter shall be imprinted on the register cover, and main case. G. FIRE LINE METER ASSEMBLY 1. A fire line meter assembly may be required for residential structures and commercial and industrial installations where separate fire service installations are not provided. 2. Furnish complete Fire line meter assemblies assembled by a single manufacturer. Each fire line meter assembly shall consist of a U.L. approved strainer with a stain- less steel strainer basket, a turbine meter sized for fire flow, a positive displacement or turbine meter sized for maximum demand without fire flow, positive displacement meter piping, lockable ball valves to isolate the positive displacement meter, a check valve downstream of the positive displacement meter, and an internally weighted or spring loaded check valve adjusted to open prior to exceeding the maximum flow range of the positive displacement meter. The positive displacement meter piping shall extend from the outlet of the strainer to the downstream side of the swing check valve. 3. Each fire line meter assembly shall be constructed of components conforming to the appropriate sections of these specifications. 4. Cast iron or steel components shall be epoxy lined and coated per Section 09900. 5. Each fire line meter assembly shall conform the AWWA C703 and shall be U.L listed, and shall be F.M. approved for fire service use. H. PROPELLER METERS 1. All propeller meters shall conform to AWWA 0704 and the requirements specified herein. ' 2. The main casing may be steel or cast-iron and shall be epoxy lined and coated. 3. The main casing may be flanged or plain end as specified by the PWD Engineer. 4. Meter head shall be mounted on a flanged connection for easy removal of all interior parts from the pipe tee without disturbing the connections to the pipeline. 5. The drive mechanism shall be by means of stainless steel gears and shafting or flexible cable drives. 6. All meters shall be polyethylene propellers. 7. Bronze gearboxes on the propeller drive shafts are required. 8. Each meter tube shall be equipped with straightening vanes mounted immediately preceding the propeller. 1. TOTALIZER -TRANSMITTER 1. The totalizer - transmitter shall be furnished with all necessary mounting hardware for operation from the meter. 2. The transmitter shall have integrally mounted electronic circuitry to convert to both a true 2-wire 4-20 Ma DC output linear to flow rate and a true 2-wire scaled pulse. a. The 4-20 Ma DC output shall operate from an external regulated 18-30 V - DC power supply with load capacity of 575 ohms at 28 V - DC. The accuracy of the 4-20 Ma output shall be better than +/- 0.5%of scale. r EASTERN WELLS 16-INCH 132 15150 WATER PIPELINE b. The pulse output shall operate from an external regulated 10-30 V - DC power supply which can be either the 4-20 Ma DC power supply or a separate power supply. The pulse circuit voltage drop across the transmitter shall be 3 V - DC or less. Each pulse shall represent the volume of the least significant totalizer digit. J. PRECAST VAULTS Precast meter vaults and boxes shall conform to Section 03462 and the standard drawings. K. COPPER BRASS AND BRONZE PIPE FITTINGS AND APPURTENANCES All service connection and by-pass piping shall conform to Section 15057. L. DUCTILE-IRON PIPE AND FITTIN S All piping for meter assemblies 3-inch and larger shall conform to Section 15056. M. MANUAL VALVES 1. All valves shall conform to Section 15100. 2. All valves on by-pass shall be lockable in the closed position. On 3-inch and larger by-pass lines, O. S. & Y valves with a chain and lock are permitted. N. V-CONE FLOW THROUGH METER 1. Meter: The meter shall be a V-cone differential pressure producing flow meter. It shall have a primary flow element of constant area installed in the pipe the meter measures. The primary element, and support members shall be constructed of 316 stainless steel, and shall be epoxy coated. The primary elements with rotating or moving parts in the flow stream are not acceptable. The meter shall have an accuracy of 0.5% of the actual flow within the designated flow range. The meter shall not require more that a total of seven (7) pipe diameters of straight run included in the length of the meter. The meter tube shall be constructed of carbon steel, schedule 40 pipe, with ANSI 150-pound flanges. The tube shall be epoxy lined and coated as specified herein. The support member shall be capable of maintaining the cone's orientation in flows up to 20 foot per second. The upstream pressure taps shall be 1/2 inch female NPT, and downstream pressure taps shall sense pressure at the centerline of the flow stream. EASTERN WELLS 16-INCH 133 15150 WATER PIPELINE 2. Flow Transmitters: Flow transmitters shall have diaphragms and drain valves made of 316 stainless steel, with bolts and flanges of Cadmium Plated Carbon Steel, housed in NEMA 4 enclosures. The fill fluid shall be silicone oil. The accuracy shall be with-in 0.25%of calibrated span for a range of 20%to 100% of flow including the combined effects of linearity, hysteresis and repeatability. The flow transmitter shall have a range as specified by the PWD and shall provide a 4-20 MA DC output with adjustable damping proportional to flow rate. The flow transmitters shall be Rosemount Smart family Model 1151. Transmitter shall be supplied with 3-valve manifolds No. 01151-150-0001. Transmitter shall be adjusted and calibrated by the meter manufacturer. V-cone meter and transmitter shall be supplied as a unit. The unit shall be factory tested and calibrated. Certified test results shall be furnished with each assembly. PART 3 - EXECUTION MA. METER INSTALLATIONS 1. The contractor shall install all residential meters per standard drawings W-1 or W- 2. 2. A11 3-inch and larger meter installations shall conform to standard drawings W-20, or W-21. B. EXCAVATION AND BACKFILL Excavation and backfill for the meter installation shall be in accordance with Section 02200. C. SERVICE PIPING 1. All piping for service lines and by-pass lines up to 2-inch shall be installed in conformance with Section 15057. 2. The piping for all service installations 3-inch and larger shall be in accordance with Section 15056 and the applicable standard drawing. D. TEST TAP On services 3 inches and larger, a 2-inch service saddle or welded coupling and corporation stop shall be installed on the spool downstream of the meter. The tap shall be located a minimum of two pipe diameters downstream of the meter. In lieu of a test tap, a tee with a tapped blind flange may be installed immediately downstream of the meter. On propeller meter installations, the PWD Representative will determine the location of the test tap. EASTERN WELLS 16-INCH 134 15150 WATER PIPELINE E. METER VAULT All precast concrete meter vaults shall be installed in accordance with Section 03462 and the Standard Drawings. F. CONCRETE WORK All thrust blocks, foundations, and supports shall be of the sizes shown in the applicable standard drawings and conform to Section 03300. G. VALVES All valves installed shall conform to the Section 15100. H. PAINTING AND COATING 1. All exposed and buried piping shall be painted or coated in accordance with Section 09900. 2. The meter reading lids on all recycled water services shall be painted in accordance With Section 09900. I. TESTING 1. All meter services shall be hydrostatically pressure tested during the testing of pipeline in accordance with Section 15042. END OF SECTION EASTERN WELLS 16-INCH 135 15150 1 WATER PIPELINE SECTION 15151 DOMESTIC AND RECYCLED WATER FACILITIES IDENTIFICATION PART 1 - GENERAL A. DESCRIPTION All domestic water systems and appurtenances shall be identified as herein described. All recycled water systems shall be identified as described in the "Rules and Regulations for Users of Recycled Water", unless the issue is not covered. In which case recycled water systems and appurtenances shall be identified and herein described. This section describes special identification, markings, materials and their installation procedures for domestic and recycled water facilities. All water systems and appurtenances must be marked as described here in to avoid confusion with other utilities and between each other. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Painting and Coating: 09900 2. PVC Pressure Distribution Pipe: 15064 3. Manual Valves: 15100 4, Ductile Iron Pipe & Fittings: 15056 5. Combination Air Release and Vacuum Relief Valves: 15089 6. Fire Hydrants 15139 7. Water Meters 15150 8. Asbestos Cement Distribution Pipe: 15072 C. APPROVED MANUFACTURERS 1. Warning Tape a. Griffolyn Company, Inc. 10020 Mykawa Road P.O. Box 33248 Houston, TX 77033 Phone: (713) 943-0070 or (800) 231-6074 b. Terra Tape, Division of Reef industries P. O. Box 33310 Houston, TX 77233 Phone: (800) 231-2417 EASTERN WELLS 16-INCH 136 15151 1 WATER PIPELINE 2. Warning Labels and Signs In all cases the warning labels or signs must be approved prior to installation. Failure to receive prior approval may result in the Owner, Applicant, or customer removing such sign(s) and providing approved replacement(s). All costs will be at the Applicant's, Owner's or customer's expense. Failure to comply with these requirements, as set forth herein will result in termination of service as provided for in the PWD's Rules and Regulations Sections 600 and 700. 3. Recycled water Quick-Coupling Valve. Nelson 7645 and 7641 key. Recycled water quick coupling valves must have Acme threads. 4. Domestic water quick coupling valves must have non-Acme threads. 5. Witness Markers a. Carsonite Water line Markers Carsonite International 1301 Hot Springs Road Carson City, NV 89706 Phone (800) 648-7974 D. STENCILED PIPE 1. The use of stenciled pipe will be accepted as an alternative to the use of warning tape. 2. PVC, carrying water shall have the words "RECYCLED WATER" stenciled with 2- inch purple letters. PVC, carrying Domestic water shall have the words "DOMESTIC WATER" stenciled with 2-inch blue letters. Lettering shall be on both sides of the pipe in at least three places in a 13-foot section of pipe (total six places per section of pipe). 3. Stenciled on-site PVC Recycled piping shall be white with purple stenciling. Alternately purple pipe with black letters may be used. The stenciling shall appear on both sides of the pipe with the marking "RECYCLED WATER" in 518-inch letters repeated every 12 inches. E. VALVE BOXES 1. All valve boxes for recycled water facilities shall have triangular valve box covers with the inscription "RECYCLED " cast thereon per Section 15100, and shall be painted purple. Valve boxes for domestic water systems shall be as specified in Section 15100. All valve boxes installed in unpaved areas (open space areas) shall be marked with a witness pole; in addition to the above referenced markings. EASTERN WELLS 16-INCH 137 15151 WATER PIPELINE F. COLOR AND PAINTING SCHEDULE 1. Recycled water facilities shall be painted purple per Section 09900. 2. Domestic water facilities shall be blue, with the exception of fire hydrants, which shall be painted as specified in Section 15139. 3. Witness poles for recycled water lines, valves and appurtenances shall be purple 3. Witness poles for domestic water lines, valves and appurtenances shall be blue. G. RESTRICTION OF PUBLIC ACCESS 1. All on-site recycled water facilities shall be restricted from public access so that the general public cannot draw water from the system. Facilities such as wash-down hydrants (typically found at tennis courts), blow off hydrants, blow offs on strainers, and other such facilities, shall be restricted from public access. 2. Recycled water facilities, both above and below grade, shall be housed in an approved lockable container colored purple. A sign reading "CAUTION: RECYCLED WATER" shall be installed, its size approved by the PWD Representative. An alternative acceptable means of restricting public access is the use of valves that operate by means of a recessed key slot or by means of hexagonal heads (such as those typically found on fire hydrants). Other means of restricting public access may be approved by the PWD Representative. H. WARNING SIGNS AND LABELS 1. The PWD requires warning labels to be installed on all appurtenances in vaults, such as, but not limited to, air release valves, blow offs, and meters, and on desig- nated facilities, such as, but not limited to, controller panels and wash down or blow off hydrants on water trucks and temporary construction services. 2. Each pump and every pipe shall be identified with a painted label. In the fenced pump station area; at least one sign shall be posted on the fence that can be readily seen by all operations personnel utilizing the facilities. 3. Painted labels may, at the PWD Representative's discretion be acceptable in lieu of plastic labels. I. QUICK-COUPLING VALVES 1. In order to prevent unauthorized use, all recycled irrigation quick-coupling valves shall be operated only with a special coupler key with an acme thread for opening and closing the valve. 2. Quick-coupling valves used in domestic water systems shall be operated with a coupler key not using an acme thread for opening and closing the valve, and with a brass cover. 3. A warning sign shall be attached to each recycled irrigation valve as specified herein. J. DOMESTIC WATER PIPING 1. All domestic water piping shall be installed with domestic water identification. EASTERN WELLS 16-INCH 138 15151 WATER PIPELINE 2. All PVC domestic water piping shall be blue or shall be white with blue stenciling appearing on both sides of the pipe with the marking "DOMESTIC WATER" in 518- inch letters repeated every 12 inches. 3. Blue warning tape identifying it as a domestic water line and stating "CAUTION: DOMESTIC WATER LINE BURIED BELOW" may be used as an alternate to blue or stenciled pipe. The tape shall run continuously for the entire length of the main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and pipe every 5 feet on center. PART 2-MATERIALS A. BURIED PIPING WARNING TAPE The plastic warning tape shall be an inert plastic film specifically formulated for prolonged underground use and shall be prepared with black printing on a purple field having the words, "CAUTION: RECYCLED WATER-LINE." Warning tape for domestic water pipeline shall be blue with black printing having the words, "CAUTION: DOMESTIC WATER- LINE BURIED BELOW." The minimum thickness shall be 4 mils and the overall width of the tape shall be 12 inches (for 8-inch pipe) and 6 inches (for 6-inch and smaller pipe). B. WARNING LABELS Labels shall be inert plastic film specifically formulated for prolonged exposure and shall be prepared with black printing on a purple field having the words: i "CAUTION: RECYCLED WATER FACILITY". The minimum thickness shall be 4 mils for ■ adhesive backed labels and 10 mils for tag type labels. Tag type labels shall have reinforced tie holes and shall be attached with heavy-duty nylon fasteners. The PWD's Representative will dictate by each individual application and subject to acceptance the size, type of label and location. The minimum size shall be 1/2-inch high letters. C. QUICK-COUPLING VALVES Quick-coupling valves used in recycled irrigation system shall conform to the following: 1. Quick-coupling valves shall be 314 or 1-inch nominal size, Nelson 7645 with 7641 key or approved equal, with brass construction and a normal working pressure of 150 psi. 2. In order to prevent unauthorized use, the valve shall be operated only with a special coupler key with an acme thread for opening and closing the valve. L 3. The cover shall be permanently attached to the quick-coupling valve. It shall be purple rubber or vinyl. 4. Special or locking covers may be required by the PWD and shall be noted on the plans during the plan check review. 16-I EASTERN WELLSNCH 139 15151 1 WATER PIPELINE PART 3- EXECUTION A. INSTALLATION OF PIPE WARNING TAPE Waming tapes shall be installed 12 —inches to 18 inches directly over the top of the pipe longitudinally and shall be centered. The warning tape shall be installed continuously for the length of the pipe and shall be fastened to each pipe length by plastic adhesive tape banded around the pipe and warning tape at no more than 5-foot intervals. Taping attached to the sections of pipe before installing in the trench shall have 5-foot minimum overlap for continuous coverage. All risers between the main line and control valves shall be installed with warning tape. 1 B. INSTALLATION OF WARNING,LABELS Warning labels shall be firmly attached to all appurtenances using heavy-duty nylon fasteners. C. INSTALLATION OF WITNESS MARKERS Witness markers shall be installed over pipe in unpaved areas, open space areas, at appurtenances, including but not limited to valves, air release/vacuum breaks, dead ends, inflection points, tees, and every 500 feet. Witness markers shall be embedded into the soil at least 18" and shall be equipped with a barb or other such device to Provide a sure grip in the surrounding soil. END OF SECTION i l EASTERN WELLS 16-INCH 140 15151 WATER PIPELINE ESECTION 15162 FLEXIBLE PIPE COUPLINGS PART 1 -GENERAL ' A. DESCRIPTION This section includes materials and installation of flexible gasketed sleeve-type compression pipe couplings. B. RELATED WORK All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Painting and Coating: 09900 2. Hydrostatic Testing of Pressure Pipelines: 15042 C. APPROVED MANUFACTURERS 1. Flexible Couplings ^ Smith Blair 441 Romac 501 Powerseal 3501 JCM215 &216 2. Transition Couplings Smith Blair 441 Romac 501 Powerseal 3501 JCM215 &216 3. Flanged Coupling Adapters JCM 301 Smith Blair 912 or 913 Romac FC 400 PART 2-MATERIALS A. COUPLING SLEEVE AND FLANGES Coupling sleeves and flanges shall be ductile iron. EASTERN WELLS 16-INCH C 141 15162 WATER PIPELINE B. BOLTS AND NUTS FOR FLANGES 1. Bolts and nuts for buried and submerged flanges, flanges in underground vaults and structures, and flanges located outdoors above ground shall be Type 316 stainless. Nuts shall be 316 stainless steel, Teflon coated, Tripac 2000 or approved equal. 2. Provide one (1) washer for each nut. Each washer shall be of the same material as the nut. C. PAINTING AND COATING All cast components shall be epoxy lined and coated per Section 09900. PART 3 - EXECUTION A. INSTALLATION OF FLEXIBLE PIPE COUPLINGS 1. Clean oil, scale, rust, and dirt from pipe ends. Clean gaskets in flexible pipe couplings before installing. Install expansion joints per manufacturer's recommendations. Install expansion joints so that 50% of total travel is available for expansion and 50% is available for contraction. 2. Lubricate bolt threads with graphite and oil prior to installation. B. FIELD COATING 1. Coat buried flexible pipe couplings, transition couplings, and flanged coupling adapters per Section 09900. Then wrap the couplings with 8-mil polyethylene wrap per AWWA C105. 2. Coat flexible pipe couplings (including joint harness assemblies), transition couplings, and flanged coupling adapters located indoors, in vaults and structures, and above ground with the same coating system as specified for the adjacent pipe. Apply prime coat at factory. C. HYDROSTATIC TESTING Hydrostatically test flexible pipe couplings, expansion joints, and expansion compensators in place with the pipe being tested. Test in accordance within Section 15042. END OF SECTION T E EASTERN WELLS 16-INCH 142 15162 WATER PIPELINE