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HomeMy WebLinkAboutAGMT - Clarke Contracting Corporation (Boeing Pump Station Replacement) I . 1, . PUBLIC WORKS CONTRACT .. - BOEING PUMP STATION REPLACEMENT - PROJECT NO. 49725 For the following project named Boeing Pump Station Replacement - Proj. No. 49725 . ,in the City of Seal Beach. _ • THIS AGREEMENT, made and entered into this 21st day of April 200 , by and between the City of Seal Beach, California, hereinafter referred to as the "CITY," Party of the First Part, and Clarke Contracting Corporation - , hereinafter designated as the "CONTRACTOR," Party of the Second Part. .. ' ' ' WITNESSETH: That the Parties do hereto mutually agree as follows: ARTICLE I. For and in consideration of the payments and agreements hereinafter mentioned to be made and performed by said CITY, the CONTRACTOR- agrees with said CITY to perform and complete in a good and workmanlike manner all the work pertaining thereto shown on the drawings and described in - the Specifications and Contract Documents, therefore, to furnish at his own proper cost and expense all tools, equipment, labor and materials necessary therefore (except those materials expressly noted as to be furnished by the CITY), and to do everything required by this Agreement and the said Specifications, Drawings, and Contract Documents. • ARTICLE II. For furnishing all said materials and labor, furnishing and removing all plant, temporary works or structures, tools and equipment and doing all the work contemplated and embraced in this • Agreement, also for all loss and damage arising out of the nature of the work aforesaid, or from the action " . of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the work until its acceptance by said CITY, and for an risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work; except such as in the said Specifications are expressly stipulated to be borne by the said CITY and . faithfully completing the work and the whole thereof, in the manner shown and described in the said • - Drawings, Specifications, - and Contract Documents and in accordance with the requirements - of the Engineer, said CITY will pay and the CONTRACTOR shall receive in full compensation, therefore, the • unit prices and the lump sum prices named in the Schedule of Work items of the Proposal. - • . ARTICLE III. The CITY hereby promises and agrees with said CONTRACTOR td employ and does . " - - - hereby employ said CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to for the price aforesaid, and hereby contracts to pay the same, at the time, in the manner and upon the conditions set forth in the Specifications and Contract Documents, and " the said parties for themselves, their heirs, executors, administrators, successors and assigns, do hereby . agree to the full performance of the covenants herein contained. • ARTICLE IV. The advertisement for Bids, the Proposal, the Specifications, and the Drawings mentioned therein, and all addenda issued by the CITY with respect to the foregoing prior to the opening of bids, are hereby incorporated in and made a part of this Agreement. .. " ARTICLE V. By my signature hereunder, as CONTRACTOR, I certify that I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for - ' workmen's compensation or to undertake self - insurance in accordance with the provisions of that code, and - - I will comply with such provisions before commencing the performance of the work of this contract. IN WITNESS WHEREOF: The Parties hereto have caused this contract to be executed the day and year . - , • first above written. • • IN WITNESS WHEREOF: The Parties hereto have caused this contract to be -xecuted the day and year first above written. • CITY OF : - ACH, CALI • % RNIA w Party of art6 A, BY 14 /, City Manag AT16ST: / - Clar -F� Contra ing Corporation City Clbrk BY // / /��l • —John J. Clarke CONT 'CT® :Pany of the Second Part President Title - 4646 Manhattan Beach Blvd. Tawnrlal P, CA 90950 Address - ' - • • • • • • • • • • • • • • • • • • • • 4 • iii • • • • Bond No. 8189-14-90 Bond Premium $ 3,693.00 PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS the Ciry of Seal Beach,has awarded Clarke Contracting Corporation 4646 Manhattan Beach Blvd. Lawndale, CA 90260 (Name and address of Contactor) ("Principal"),a contract(the"Contract")for the work described as follows: Boeing Sewer Pump Station Reconstruction • • WHEREAS, Principal is required under the terns of the Contract to furnish a bond for the faithful performance of the Contract. • • • NOW,THEREFORE,we,the undersigned Principal,and • Federal Insurance Company • 801 So. Figueroa Street Los Angeles, CA 90017 (Name and address of Surety) • ("Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and • • firmly bound unto the Public Agency in the penal sum of Five hundred twelve thousand . nine hundred seventy and 00/100 • • Dollars (S 512,970.00 ), this amount being not less than the total contract price, in lawful money of the United States of America, 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. • • • THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal,his,her or its heirs, executors,administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform all the undertakings, terms, covenants, conditions and agreements in the • Contract and any alteration thereof made as therein provided, on the Principal's parr to be kept and performed,all within the time and in the manner therein specified,and in all respects according to their true • intant and meaning, and shall indemnify and hold harmless the Public Agency, its officers, agents, and • others as therein provided,then this obligation shall become null and void; otherwise,it shall be and remain • in full force and effect. In case suit is brought upon this bond,Surety further agrees to pay all court costs and reasonable attorneys' • fees in an amount fixed by the court . • FURTHER,the Surety,for value received,hereby stipulates and agrees that no change,extension of time, alteration,addition-or modification to the terms of the Contract,or of the work to be performed thereunder, or the specifications for the same,-shall in any way affect its obligations under this bond,and it does hereby waive notice of any such change,extension of time, alteration,addition,or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §.§ 2845 and 2849. The City is the principal beneficiary of this bond and has all • rights of a party hereto.IN WITNESS WHEREOF, two(2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and 5• • • • Surety, on the date set forth below, the name of each corporate parry being hereto affixed and these presents duly signed by its undersigned represcntativc(s)pursuant to authority of its governing body. Dated: April 18, 2003 "Principal" "Surety" Clarke Contracting Corporation Federal Insurance Company 4646 Manhattan Beach Blvd. 801 So. Figueroa Street Lawn..71e, CA 260 Los Angeles, CA 90017 By \1 By, /� �, /' Its '`• • - . Clarke, Pres. Its /Douglas A. Rapp ( Attorney in Fact By By: Its . Pts (Seal) (Seal) Note: This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. 6 • • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT )- pI State of California • v . ) ORANGE 55. p 9 County of 's F1 ) On APR 1 8 2003 before me, CHRISTOPHER J. COATS, NOTARY PUBLIC Date Name and Title of Officer(e.g.,'Jane Doe,Notary Public') personally appeared DOUGLAS A. RAPP ) l Name(s)of Signer(s) ) ® personally known to me ❑ proved to me on the basis of satisfactory evidence ) , to be the person(s) whose name(s) is/are , g subscribed to the within instrument and OFFICIAL SEAL ) *• �_` CHRISTOPHER J. COATS 0) acknowledged to me that he/she/they executed P; 2 c.t� a= NOTARY PUBLIC-CALIFORNIA the same in his/her/their authorized =eii ;•..{,I-t>t• COMMISSION* 1267699 C co \• ORANGE COUNTY " Capacity(ies), and that by his/her/their. ), & .#v My Commission Exp.July 15,2004 f signature(s) on the instrument the person(s), or ) the entity upon behalf of which the person(s) ?' acted, executed the instrument. ,• o WITNESS m 'tom and official seal. - �/ ro Place Notary Seal Above — . .ure o •ot- • OPTIONAL s )' 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. )• sr ¢ Description of Attached Document ' Title or Type of Document: p, Document Date: Number of Pages: - )' 1 1 Signer(s)Other Than Named Above: _- �1 I 'f I. Capacity(ies) Claimed by Signer It Signer's Name: RIGHTTHUMBPRINT ?' I� ❑ Individual -OF SIGNER`fl 0. Top of thumb here i I ❑ Corporate Officer—Title(s): 0 . It ❑ Partner—0 Limited ❑General )I Id ❑ Attorney in Fact f: ' ❑ Trustee _ • p' I ❑ Guardian or Conservator 01 �� ❑ Other. P'• 1 'yl 1 Signer Is Representing: '0I I' '0I i'1 01999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.nationalnorary.org Prod.No.5907 Reader.Call Toll-Free I-8009760827 CChubb POW Federal Insurance Company •Attn.: Surety Department Sure OF Vigilant Insurance Company 15 Mountain View Road ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents,That FEDERAL INSURANCE COMPANY,an Indiana corporation,VIGILANT INSURANCE COMPANY, a New York corporation,and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Douglas A. Rapp and Linda D. Coats of Laguna Hills, California each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds(other than bail bonds)and undertakings given or executed in the course of its business(but not to include any instruments amending or altering the same,nor consents to the modification or alteration of any instrument referred to in said bonds or obligations). In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this th day of Feb ry, 199 9 . )(�/ (i ntSt r ryQ,c-17 A.5-.(•// /lot-(ems_— � B.R Assistant Secretary /Fre E.Robertson, ice Rriilident STATE OF NEW JERSEY I is.County of Somerset • - on this 24th dayof February, 1999 before me,a Notary Public of New Jersey,personally came Sheryl B.Roberts, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE.COMPANY, and PACIFIC INDEMNITY COMPANY,the companies which executed the foregoing Power of Attorney,and the said Sheryl B.Roberts being by me duly sawn,did depose and say that she is Assistant Secretary of FEDERAL INSURANCE CCMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals afraedto the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that the signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that she is acquainted with Frank E.Robertson,and knows him to be Vice President of said Companies;and that the signature of Frank E Robertson,subscribed to said Power of Attorney is in the genuine handwriting of Frank E. Robertson,and was thereto subscribed by authority of said Bylaws and in deponent's presence.it.),,Li .ngTAiiY�:": � rP.tWALBM . 1 i• -a — : : Ik+t✓mr PlCgh ��j�r / Notary Public Ib.o064BAvg tBw G`',wil';+D'`41 Oom "E'�eli CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: 'All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary,under their respective designations. The signature of such officers may be engraved,printed or lithographed. The signature of each of the following officers: Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached' . I,Sheryl B.Roberts,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY(the'Companies')do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duly licensed and a ttuized to transact suety bus'vuss in all SO of the United States of America and the District of • Carta and are atha¢ed by the U.S.Treasury Department hither,Federal and Vigi&ard are ke sect in Puerto Rico and the U.S.Virgin Wards,and Federal's tensed it Amman Santa,Gtam,and each of the Provinces of Canada except Prince Edward Island;and (ii) the foregoing Power of Attorney is true,correct and in full force and effect Given under my hand and seals of said Companies at Warren,NJ this 18th day of April, 2003 . Cos `yetnury, `�VwicE��cwV� 414t4 y4 ti `nos-, . . ]3 •a hi 10 . 'POT YOO• (/ (1 / 71 /r-C-c-�/ e-2_ . c.`7 Sheryl B.Roberts,Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety @chubb.com Form 15-10-0715 A(Ed.14g) NONCONSEM • • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California 0 County of Los Angeles 1 On April 21 , 2003 before me, John J. Clarke Ann A. Takahashi, Notary Public Date personally appeared Name,Title of Officer(e.g."Jane Doe,Notary Public") 0 E 0 Name(s)of Sign er(s) 0 qb / personally known to me or proved to me on the basis of satisfactory evidence to be the person whose $ name is subscribed to the within instrument and acknowledged to me that he executed the same 334 in his authorized capacity, and that by his signature on the instrument the person, or the entity on g behalf of which the person acted, executed the instrument. E 0 i $ WITNESS my hand and official seal. 0 = ANN A.TAKAHASHI I 0 ' (60" . ,..-01,),., COMM.1287370 m 0 E •-_ t9,� „ Notary PuNk-Ca itoraia (n W 70 rr LOS ANGELES COUNTY a j 1 Signature of Notary i- -",;,',I.7::::: _61y Comm!Lip.J7.12,2005 E 0 $ I - -- -- °- -- - -- - - -- OPTIONAL 0 1 Although the information requested below is OPTIONAL,it could prevent fraudulent reattachment of this certificate to unauthorized documents. 0 0 CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT $ 1 Performance Bond 0 INDIVIDUAL City of Seal Beach e X CORPORATE OFFICER 0 Boeing Sewer Pump Station Reconstruction President S Title(s) 0 PARTNER(S) LIMITED i GENNERAL ITFLE OR TYPE OF DOCUMENT i ATTORNEY-IN-FACT E TRUSTEE(S) GUARDIAN/CONSERVATOR 0 OTHER: NUMBER OF PAGES e DOCUMENT DATE ` SIGNER IS REPRESENTING: Name of Person(s)or Entity(ies) e 1 Clarke Contracting Corporation $ SIGNER(S)OTHER THAN NAMED ABOVE i ' f ,.1 ,..,fl'fl mar,.., flr /.,,,.s.,. ..n ' .. m An nr.n.�.n .n ,,,, aJ • • • • Bond No. 8189-14-90 Bond Premium Included PAYMENT BOND (LABOR AND MATERIALS) • }COW ALL PERSONS BY THESE PRESENTS that: WHEREAS the City of Seal Beach,has awarded to Clarke Contracting Corporation 4646 Manhattan Beach Blvd. • Lawndale, CA 90260 (Name and address of Contractor) • ('Principal"),a contract(the"Contract")for the work described as follows: Boeing Sewer Pump Station Reconstruction . WHEREAS,Principal is required under the terms of the Contract and the California Civil Code to secure the payment of claims of laborers,mechanics,materialmen,and other persons as provided by law. • • NOW,THEREFORE,we,the undersigned Principal,and Federal Insurance Company 801 So. Figueroa Street • Los Angeles, ('A 90017 • (Name and address of Surety) • ("Surety")a duly admitted surety insurer under the laws of the State of California, as' Surety, arc bold.and • firmly bound unto the Public Agency in the penal sum of Five hundred twelve thousand Nine-hundred seventy and 00/100 • Dollars(S 512970.00 this amount being not less than fifty percent (50%)of the total contract price,inlawful`money of the United States of America,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. THE CONDITION OF THIS OBLIGATION IS SUCH THAT,if the hereby bounded Principal,his,her or its heirs,executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Section 3181 of the California Civil Code,or any amounts due under the Unemployment . Insurance Code with respect to work or labor performed under the Contract,or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Principal and subcontactors pursuant to Section 13020 of the Unemployment Insurance • Code,with respect to work or labor performed under the Contract,the Surety will pay for the same in an amount not exceeding the penal sum specified in this bond; otherwise,this obligation shall become null and void. • This bond shall insure to the benefit of any of the persons named in Section 3181 of the California Civil • Code so as to give a right of action to such persons or their assigns in any suit brought upon the bond..In • case suit is brought upon this bond, Surety further agrees to pay all court costs and reasonable attorneys'. fees in an amount fixed by the coup. • FURTHER,the Surety,for value received, hereby stipulates and agrees that no change,extension of time, alteration,addition or modification to the terms of the-Contract,or of the work to be performed thereunder, or the specifications for the-same,shall in any way affect its obligations under this bond,and it does hereby. waive notice of any such change,extension of time, alteration, addition, or modification to the terms of the • • 7 Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of • California Civil Code 66 2845 and 2849. IN WITNESS WHEREOF, two (2)identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof,have been duly executed by Principal and Surety, on the date set . forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned reoresentativc(s)pursuant to authority of its governing body. Dated: April 18, 2003 • "Principal" "Surety" •Clarke Contracting Corporation Federal Insurance Company 4646 Manhattan Beach Blvd. 801 So. Figueroa Lawndale CA 90260 s, Street Los An.eles,j)CA 0017 By: �, r/� Q pyo Itc �1'� i. By: 3y: Clarke, Pres. Its I uglas A. Rapp Its By: ttorney in Fact . Its • • (Seal) • (Seal) Note: This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. • • • • • • • • • • • 8 . . • • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT r oy. State of California °- ) ss. ) Count y of ORANGE • 0 g■ • i ) On APR 1 8 2003 , before me, CHRISTOPHER J. COATS, NOTARY PUBLIC - , Date Name and Title of Officer(e.g.,'Jane Doe.Notary Public') personally appeared DOUGLAS A. RAPP ) AP Name(s)of Signer(s) ) r' ® personally known to me ❑ proved to me on the basis of satisfactory b evidence ) e to be the person(s) whose name(s) is/are )' OFFICIAL SEAL k subscribed to the within instrument and CHRISTOPHER J. COATS sis r NOTARY PUBLIC-CALIFORNIAN acknowledged to me that he/she/they executed ) �A W -1r COMMISSION# 1267899 C the same in his/her/their authorized ). ORANGE COUNTY . capacity(ies), and that by his/her/their. ), 1 My Commission Exp.July 18,2004 signature(s) on the instrument the person(s), or ) 1 t the entity upon behalf of which the person(s) ) fi acted, executed the instrument. A ) WITNESS my hand and official seal. . —fii _/!/ i ' ! ° �� Place Notary Seal Above i•azure•rotary-u•lic A OPTIONAL 0, N 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 s. Title or Type of Document: • it Document Date: Number of Pages: e e. le Signer(s) Other Than Named Above: I. Capacity(ies) Claimed by Signer bl Signers Name: RIGHT THUMBPRINT :' { ".4..OFSIGNERv✓i.. ). ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): ) t ❑ Partner-0 Limited ❑General ): tt ❑ Attorney in Fact ): ❑ Trustee . • ' )I ❑ Guardian or Conservator )1 oi • ❑ Other: . )1 it Signer Is Representing: P.1 i% )I Pi . ..c-<, 7c:.f,'a. rc.'<c. �cx-vc.,•ecr-duce,w-e,,oc.e,cx'.t:'e't:cc<-e -cv=cs<,e, ✓- _ . . . . .�"i, 01999 National Notary Associatien•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-240V•wwwnationelnolarymg Prod.No.5907 Reorder.Call Toll-Free 1.800476-6827 Chubb POW. Federal insurance Company •Attn.: Surety Department Sure OF Vigilant Insurance Company 15 Mountain View Road ATTORNEY Pacific indemnity Company Warren, NJ 07059 Know All by These Presents,That FEDERAL INSURANCE COMPANY,an Indiana =potation, VIGILANT WSURANCE COMPANY, a New York corporation,and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Douglas A. Rapp and Linda D. Coats of Laguna Hills, California • each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to afros their corporate seals to and deliver for and on their behalf as surety thereon or otherwise,bonds(other than bail bonds)and undertakings given or executed in the course of its business(but not to include any instruments amending or altering the same,nor consents to the modification or alteration of any instrument referred to in said bonds or .obligations). In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this th day of Feb r _, 1999 . �i l6. r tf�l2 . MGM -1 � ryl B.R ,Assistant Secretary �Fra E.Robertson, ice'Pr nt STATE OF NEW JERSEY 1 County of Somerset J�• on this 24th day of February, 1999 before me,a Notary Public of New Jersey,personally came Sheryl B.Roberts, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE.COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney,and the said Sheryl B.Roberts being by me duly sworn,did depose and say that she is Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals aflaedia the foregoing Power of Attorney are such corporate seals and were thereto effused by authority of the By-laws of said Companies;and that she signed said Power of Attorney as Assistant Secretary of said Companies by like authority;and that she is acquainted with Frank E.Robertson,and knows him to be Vice President of said Companies;and that the signature of Frank E.Robertson,subscribed to said Power of Attorney is in the genuine handwriting of Frank E. Robertson,and was thereto subscribed by authority of said Bylaws and in deponents presence. aNO,w41 Sept - / .9. • wormy r 5 - itefilEPAIna4 . Put= 1lolery� 1BSaa) • Notary Public ti met pert ts,tobx • =,,Yt•YvdEas1, C!w CERTIFICATION ,M Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: 'All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary,under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman,President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys•in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached' I,Sheryl B.Roberts,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY(the'Companies')do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and coned, (ii) the Canpardes are duty Icersed and aulhatzed to transact suety business ii all 50 of the Linked States of America and the District of Cakmlbia and are authorized by the U.S.Treasury Department tuts,Federal and Vgtiard we Icesed it Puerto Rico and the U.S.Virgin Islands,and Federal is tensed it Amerian Samoa,Guam,and each of the Prwix:es of Canada ercept Prince Edward Island;and (iii) the foregoing Power of Attorney is true,coned and in full force and effect Given under my hand and seals of said Companies at Warren,NJ this 18th day of April, 2003 0.,--.....;1e4 1 1Itr7. 5uuC 4' _' 1 , .(1 )• • A'DIANy' T ' htttxS0. / EM.yp0.1'Y S� t -L��I c-2 ' c A 7• J Sheryl B.Roberts,Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908)903-3485 Fax (908) 903-3656 e-mail: surety©chubb.com Fonn15-10-0226 A(Ed.149) NON{ANs CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT• , State of California 0 0 0 $ County of Los Angeles S On April 21 , 2003 before me, Ann A. Takahashi, Notary Public Date Name,Title of Officer(e.g."Jane Doe,Notary Public") ipersonally appeared John J. Clarke Name(s)of Signer(s) S E S personally known to me or proved to me on the basis of satisfactory evidence to be the person whose s name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity on behalf of which the person acted, executed the instrument. 0 t WITNESS my hand and official seal. i S ., ANN A.7AKAHASHI �- I. �\ COMM. 1287370 I / III — y %:gym x� „1 Notary Public.Calitornia MI . EE ��J W scut ' LOS ANGELES COUNTY J Signature of Notary , My Comm.Exp.Jan.12 2005 o S S 0 — -- — — --- --- — — -- -- OPTIONAL IAlthough the information requested below is OPTIONAL"it could prevent fraudulent reattachment oft is certificate to unauthorized documents. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT $ Payment Bond INDIVIDUAL S X CORPORATE OFFICER City of Seal Beach 0 Boeing Sewer Pump Station Reconstruction President 0 Title(s) S t PARTNER(S) LIMITED 0 0 GENNERAL TITLE OR TYPE OF DOCUMENT' 0 S ATTORNEY-IN-FACT S 0 TRUSTEE(S) Q _GUARDIAN/CONSERVATOR OTHER: NUMBER OF PAGES 0 0 DOCUMENT DATE 0 0 i SIGNER IS REPRESENTING: 0 Name of Person(s)or Entity(ies) s Clarke Contracting Corporation o SIGNER(S)OTHER THAN NAMED ABOVE i S 0 • • • 4 BOOK 111140F4 11 CONTRACT DOCUMENTS GENERAL AND SPECIAL PROVISIONS, APPENDIX FOR: BOEING SEWER PUMP STATION REPLACEMENT CITY PROJECT NUMBER: • -49725 1! c„ , n $ 15* : -.._T cwc,- ' amt t _ °t x?G v °•€ yam_ tA3 4^ 'Y 3?i trv*l. GU t'e c g s urY4: may""ms7`"E}:5:, a w;` a a ca n i ^.,.,,.f}M �'�,h.4e fi ' gy ,`'S ai rTyt.. , r4 {y` i``°Y"� µrom irr'3' '. �i' �':+.z ' +-*tC` rtr°g+5;`2 1 trY St Z.:(c C }'o4:,,,:41,A44,,:;, .4 ,,,$un .'�di4r�F zz'a 4v {r`uiC'P . ✓- fie& 'd' '' na= These Contract Documents are the exclusive property'of the Agency and shall not be used in am'manner without prior consent of the Agenc7-.Any reuse of these plans and specications In'Others shall be at Other's sole risk and without liability to the Agency. - • CITY OF SEAL BEACH -211 EIGHTH STREET-SEAL BEACH. CA 90740-6379 • • SECTION 1000 GENE- At L. PROVSIONS • S . 1000 GENERAL PROVISIONS: The General Provisions which shall apply to this contract shall he the City of Seal Beach. General Provisions Applicable to all Public Works Construction Contract Documents. February 2001. If not included as an attachment in these Contract Documents, the Contractor may obtain for five dollars and pick up at: • Engineering Division at City Hall 2"d Floor Counter 211 8I Street Seal Beach CA 90740 • • • • • SECTION 2000 BLANK s • SECTION 3000 BLANK • • SPECIAL SECTION 4000 1 • • • SPECIAL PROVSIONS GENERAL PROVISIONS: 1999,of the California Department of • The General Provisions which shall apply to this Transportation herein referred to as contract shall be the City of Seal Beach. General "Caltrans Standard Specifications", Provisions Applicable to all Public Works except as modified by the General and Construction Contract Documents. February Special Provisions and the Project 2001. Plans. If not included as an attachment in these In addition to the above, the Contractor shall Contract Documents, the Contractor may obtain comply with the requirements of the following for five dollars and pick up at: - "Contract Documents" including but not limited to: Engineering Division at City I-lall 7°a Floor Counter - BOOK I 211 8`h Street Bid Proposal Seal Beach CA 90740 Notice Inviting Bids -Instruction to Bidders Whenever another part of any of the Special Information Required Of Bidder Provision Sections refer to any General References Provisions sections of either the "Greenbook" or Designation Of Sureties Caltrans Standard Specifications, it shall be Acknowledgement Of Addenda - understood that the City of Seal Beach, General Contractor's Safety Record Provisions Applicable to all Public Works Non Collusion Affidavit Construction Contract Documents, February List Of Subcontractors • 2001 govern in case of discrepancy or conflict. Bid Bond 4000 SPECIAL PROVISIONS BOOK 11 Public Works Contract Performance Bond 4001 PROJECT TITLE. Payment Bond The project title is Indemnification And Hold Harmless • Labor Law Requirements • Boeing Seer Pump Station • q Acknowledgement Of License Law Replacement, Project No. 49725 Workmen's Compensation Certificate All documents submitted by the Contractor shall Insurance Requirements contain both the project title and project number as specified in this section. BOOK III General Provisions and Special Provisions - - Contract Plans and Drawings 4002 THE REQUIREMENTS. Standard Drawings All work embraced herein shall be accomplished OTHER in accordance with the applicable portions of: Addenda to Contract Documents distributed "Greenbook" Standard Specifications prior to the bid opening are referred to in these Contract Applicable permits, notices and affidavits Documents it shall be"Standard Applicable addenda or supplemental agreements • Specifications for Public Works Construction, 2000 edition,published 4003 DESCRIPTION OF WORK: b}'Building News, Inc., 3055 Overland The Contractor shall furnish all necessary Avenue, Los Angeles, California 90034 materials, labor, equipment and other incidental and and appurtenant work necessary for the proper construction of this project, including but not Standard Specifications dated July limited to the construction of a 490 gpm duplex 1999,and the Standard Plans dated July submersible sewer pump station, temporary force main, 28 feet of new 8-inch deter force the furnishing,performance, start-up, and main, 16 feet of 18-inch diameter gravity sewer completion of the Work. line, furnishing, and installation of 100 kW on- - site natural gas engine driven emergency • generator, installation of natural gas and 4007 LIQUIDATED DAMAGES: telephone service to the facility, demolition and The amount of liquidated damages for this removal of the existing facility and restoration of project is S800 per day for each and every existing landscape and hard scape with these working day of delay in finishing the work in contract documents , • excess of the number of days prescribed in the contract. Refer to Section 6-9 of the Special 4004 BLANK Provisions for further information. For each consecutive calendar day in excess of the time specified for the completion of the work, the 4005 CONTRACT TIME contractor shall pay to the agency, or have The Contractor shall complete the work within withheld from monies due it, the sum of 5800, 120 working days from the date specified within unless'otherwise provided in the Specifications. the Notice to Proceed. Working Days will be Failure of the contractor to substantially comply counted from the'date of the Notice to Proceed. with the requirements of this article may be considered grounds for termination by the • owner, that the contractor is failing to prosecute 4006 TIME OF WORK: the work with such diligence,as will ensure its The allowable hours of work shall only be completion within the time specified, and will performed between the hours of 7:30 a.m. to constitute grounds for termination by the Owner 4:30 p.m. . Monday through Friday unless for cause. otherwise specified within these Special Provisions included herewith, and/or directed or -'approved by the City Engineer. Except in - 4008 SCHEDULE connection with the safety or protection of • persons or the work or property at the site or 4008.1 BASELINE SCHEDULE adjacent thereto, and except as otherwise REQUIREMENTS: indicated in the Contract Documents, all Work at • the site shall be performed during regular Within or days after approval of the contract, working hours, and the 'Contractor will not Contractor shall r. Th submit baseline schedule to the -- permit overtime work or performance of Work Resident Engineer. The baseline project schedule on Sunday, or any legal holiday without the shall have a data date of the first working day of Engineer written consent given• after prior the contract and shall not include any completed written notice from the Contractor. Additional work to-date. The baseline schedule shall be compensation will be paid to the Contractor for practicable; include the entire scope of work; overtime work only in the event that extra work meet inte tar_eet dates, milestones, stage is ordered by the Engineer, and the Change construction requirements, and internal time • Order specifically authorizes the use of overtime constraints; show logical sequence of aberi of work and then only to such extent as overtime and shall not extend beyond the nummber se wages are regularly being paid by Contractor for - working days originally provided in these overtime work of a similar nature in the same Special Provisions. c early completion locality. schedule will be accepted provided that schedules meets the requirements of these All costs of inspection and testing performed by Special Provisions and the Standard the Engineer or its authorized representative. . Specifications. before 7:30 a.m. or after 430 p.m. on any regular The cost for furnishing the schedule and any working day, or all day on Sunday, or any legal related item for its completion shall be holidays by the Contractor which is allowed for- considered as included in the bid price paid for - the convenience of the Contractor shall be borne the various contract items of work and no by the Contractor at the City's standard overtime additional compensation will be made therefore. rates. The Engineer shall have the authority to deduct the cost of all such inspection and testing _from any partial payments otherwise due the 4008.2 PROGRESS SCHEDULE Contractor. Unless otherwise specified in the Contract Documents, the Contractor shall furnish (CRITICAL PATH) and assume full responsibility for all materials. Progress schedules will be required for this equipment, labor, transportation, construction contract and shall conform to the requirements of equipment and machinery, tools, appliances, these special provisions. Progress schedules shall fuel, power, light, heat, telephone, water, utilize the Critical Path Method (CPM).' sanitary facilities, and incidentals necessary for Contractor's attention is directed to "Cooperation" and "Obstructions" date and the late finish date of any activity or elsewhere in these special provisions. Nothing in group of activities in the network. these special provisions shall be construed as relieving the Contractor from the responsibilities Free Float — The amount of time an activity can specified in Section 7, "Legal Relations and be delayed before delaying a subsequent activity. Responsibility,"of the Standard Specifications. Fragment—A section or fragment of the network Definitions — The following definitions shall diagram comprised of a group of activities. apply to these special provisions: Milestone — A marker in a network which is Activity—Any task or item of work that shall be typically used to mark a point in time or denote performed in order to complete a project. the beginning or end of a sequence of activities. A milestone has zero duration and zero Baseline Schedule — The initial CPM progress resources, but will otherwise function in the schedule as accepted by the Engineer network as if the milestone were an activity. representing the Contractor's original work plan. . Narrative 'Report — A report that identifies Concurrent Delay — Two or more delays on the potential problem areas, current and anticipated critical path that occur at the same time. delaying factors and their impact, actions taken Contract Completion Date — The date the or proposed,proposed changes in schedule logic, Contractor is contractually obligated to complete extension or contraction of activities, proposed addition or deletion of activities, explanation for the project,' including any authorized changes in the critical adjustments, as specified in Section 8-1.06, path, explanation for "Time of Completion," of the Standard changes in scheduled completion date, out of Specifications. sequence work, and any other topics related to job progress or scheduling.. Contractor Delay—A delay that extends the time Near Critical Path — A path having 10 working required to complete a controlling operation days or less of total float. caused by and within the control of the Contractor, his subcontractor at any tier or Punch List—A list of details needing attention to suppliers. complete task or work for both contract item and Controlling Operation — A feature of work or extra work. activity on the critical path. Schedule Revision — A change in the future Critical Path—In a project network,the sequence portion of the schedule that modifies logic; alters of activities yielding the longest path in CPM construction sequences such as performing analysis necessary to complete the project. sequential activities concurrently or concurrent activities sequentially; adds or deletes activities Critical Path Method (CPM) — A mathematical or significantly alters activity durations, as calculation method using the sequence of determined or accepted by the Engineer. activities and their interrelationships, Scheduled Completion Date— The Contractor's interdependencies, resources and durations to scheduled completion date as shown on the • determine the critical path that shows the accepted baseline schedule as modified by expected time to complete a project. - subsequent accepted schedule updates and Data Date—The day after the date through which revisions. City Delay — A delay that is progress updates have been calculated; attributable solely to the City is beyond the everything occurring earlier than the data date is control of the Contractor and extends the time "As-Built" and everything on or after the data required to complete a controlling operation. date is"Planned." • • City Owned Float Activity — The activity Early Completion Time— The difference in time documenting a time saved on the critical path by between the contract completion date and the contract changes or other actions of 'the City, current City accepted scheduled completion date. except contract change orders that result from Excusable-Delay—A delay as defined in Section significant Contractor development and 8-1.07, "Liquidated Damages." Of the Standard investment. • Specifications where the Contractor may be Time Impact Analysis — An analysis granted an extension of time commensurate with demonstrating the estimated time impact of a the provisions in Section 8-1.06, "Time of contract change order, delay or other event on Completion,"of the Standard Specifications with the scheduled completion date. no entitlement for adjustment in compensation. Total Float—The amount of time that an activity Float — The amount of time between the early may be delayed without delaying the scheduled start date and the late start date or the early finish completion date. Update — The routine moditibation of the Telephone Service: eneral Telephone CPM progress schedule through a regular Company,. 1778-East 20th Street, Long Beach monthly review to incorporate actual past CA 90806, (310)437-0111 progress to date by activity,projected completion Gas Service: Southern California Gas Company, dates,and approved time adjustments. p >', P.O. Box 3334, Anaheim CA 92803, (714) 538- 0211 4009 CONFERENCE: Trash Service: Briggeman, P.O. Box 3237, Los The Resident Engineer shall arrange a pre— Alamitos CA 90720, (562)598-8729 • construction meeting with the Contractor which Cable Service: Comcast Cablevision, 13922 be held a minimum of five Calendar Days Seal Beach Blvd., Unit A, Seal Beach CA 90740, prior to commencement of any work. (562)493-5843 Sanitary Sewers Seal Beach Sewer Department, 4010 REQUIRED SUBMITALS: 1776 Adolfo Lopez Drive, Seal Beach CA 90740 Within 5 calendar days prior to commencement - (562)493-8660 ext. 432 of any work, the Contractor must submit the Selected Sewer Transmission Mains: Orange following: - County Sanitation District, PO BOX 8127, Traffic Control Plans, Emergency Contractor Fountain Valley CA 92728, (714)962-2411 Numbers, Erosion Control Plans, -Preliminary Project Schedule, Designation of on site superintendent,Designation ofProjectManager. 4012 NOTIFICATION: • The Contractor shall give written and reasonable notice to occupants or owners •of property 4011 UTILITIES: adjacent to the construction site at least 48 hours It is anticipated that these existing utilities will prior to the beginning of construction in their not interfere with the Contractor's construction respective areas. The notification shall include operations. However, it shall be the- the date and time of street closures, parking and responsibility of the to determine the true traffic access information and requirements, location of any existing utilities and exercise due altered postal delivery times, and precautionary care to ensure that these utility facilities are not information regarding the work. damaged during his operations. The Contractor At least 4 Calendar Days in advance of street shall contact the affected utility-companies for closures, all emergency services, public information regarding identification, location, transportation services, garbage collections and depth of underground utilities. services, and school bus services shall be It is the Contractor's responsibility to notify and notified by the Contractor in writing of the • coordinate with any utility company for any locations, time and date of the closure. In case of work that will be needed to be performed by the schedule changes, the emergency services, etc., utility company for the-Contractor to complete shall be notified by telephone at least 2 days in its work. Attention is directed to any location , advance of the street closure. where pull boxes will need to be raised to match • Seal Beach Police Department: (562)431-2541 the level of the concrete improvements. Orange County Fire Authority:(714) 538-3501 • OCTA: (714) 560-6282 _ City of Seal Beach,Engineering Division: Underground Service Alert (USA): (800) 422- 4133 (562)431-2527 ext. 317 Engineering and Inspection: City -of Seal Beach; 211 8th Street, Seal Beach CA 90740 4013 - BLANK (562)431-2527 Water: Seal Beach Water Department, 1776 4014 - BLANK • Adolfo Lopez Drive, Seal Beach CA 90740 (562)493-8660 ext.433 - Electrical Services: Southern California Edison, 401 MOBILIZATION: • Mobilization shall conform to the provisions in 7333 Bolsa Avenue, Westminster CA 92646, (714) 835-3833 • section 11 " Mobilization" of the Caltrans Standard Specifications." Mobilization shall Lone Beach Public Transportation Co., 1300 • include the obtaining of all bonds, insurance, and Gardenia Avenue, Long Beach,CA 90801. permits, moving onto the site of all equipment; • • • all as required for the proper performance be used to fulfill all or a portion of the and completion of the Work. Mobilization shall requirements for such materials. No additional include but not be limited to the following items: compensation will be allowed for excavation, stockpiling, overhaul, or placing selected 1. Obtaining and paying for all required bonds, materials encountered in the excavation. insurance, and permits. 2. Moving on to the site of all Contractors' plant and equipment required for the first week's operation. 3. Submittal of detailed Preliminary Construction Schedule. 4. Submittal of Initial Construction Schedule, embodying all corrections required by the Engineer. No payment for mobilization can be made until the Engineer- has approved the schedule in writing. 5. Arranging for and/or the erection of Contractor's work and storage yard. 6. Submittal and City approval of any required • Contractor notices,door hangers, forms etc... 7. Posting all OSHA, CDBG and all other required notices as determine by the Engineer. Payment for Mobilization will be made in the form of a single, lump-sum, non-proratable payment, no part of which will be approved for payment under the Contract until all mobilization items listed herein have been completed as specified. 4016 CONTRACTOR'S PROJECT MANAGER: • The Contractor shall designate in writing and keep available during its process a competent, technically qualified project manager, who shall not be replaced without written notice to the Engineer except under extraordinary circumstances. The Contractor's project manager shall be responsible for overall administration • and coordination of the work, including but not limited to processing of schedules, discussion of _change orders and extra work and coordination and distribution of the Daily Reports. The Engineer shall have the right, at any time, to direct a change in the Contractor's project manager, if the performance is unsatisfactory, as determined by the Engineer, in its sole discretion. 4017 OUTSIDE WORK: The Contractor shall perform no outside or private works utilizing materials from the City's Contract. 4018 SELECTED MATERIALS: Existing materials excavated within the project limits that meet the specifications for trench- backfill, topsoil, or other selected materials may • • SECTION 5000 SPECIAL & TECHNICAL PROVISIONS • • TABLE OF CONTENTS TECHNICAL SPECIFICATIONS SECTION PAGE 5000 SPECIAL& TECHNICAL PROVISIONS 1 01010 SUMMARY OF WORK 2 01730 OPERATIONS &MAINTENANCE MANUALS 7 02140 DEWATERING 7 02200 EARTHWORK 9 02600 PIPELINE CONSTRUCTION 13 02640 PVC PIPE 15 02730 SANITARY SEWER SYSTEM TESTING 16 03300 CAST-IN-PLACE CONCRETE 18 03485 PRECAST VAULT AND WET WELL 22 03600 GROUT 24 05500 MISCELLANEOUS METALWORK 27 09810 POLYVINYL CHLORIDE LINING SYSTEM (PVC) 29 09900 PAINTING 32 09960 EPDXY/POLYURETHANE MANHOLE LINING SYSTEM 38 11010 MECHANICAL EQUIPMENT-GENERAL 39 11310 SUBMERSIBLE VORTEX PUMPS & HARDWARE 44 15050 PIPING, VALVES &ACCESSORIES 47 15060 PIPING-INSTALLATION 53 16000 ELECTRICAL WORK 54 16400 STANDBY POWER GENERATOR/AUTOMATIC TRANSFER SWITCH 62 TOC-1 R:SPECS\Seal Beach,Cily ofBoeing Pump Smtuon\ConvaM Doc(Feb'03) • • SECTION 5000 SPECIAL & TECHNICAL PROVISIONS BOEING SEWAGE PUMP STATION - - PREPARED BY - AKM CONSULTING ENGINEERS 1 R:SPECS\Seal Beach,City of\Boeing Pump Station\Contact Doc(Feb'03) • • SPECIAL PROVISIONS shall provide and pay for all labor, materials, equipment, services, tools, construction equipment 5000 SPECIFIC PROJECT PROVISIONS and machinery, water head, utilities, transportation, and other facilities and services including temporary AGENCY PROJECT: piping, pumping, power generating, dewatering BOEING SEWAGE PUMP STATION equipment and all other equipment, materials and labor necessary for the proper execution and completion of the work. SECTION 01010 4. It is not intended that work not covered under the SUMMARY OF WORK specifications shall be supplied unless it is required elsewhere in the Contract Documents or is reasonably inferable there from as being necessary to produce PART I -GENERAL the intended results. Words which have well-known • technical or trade meanings are used herein in A. GENERAL accordance with such recognized meanings. 1. The work to be performed under this contract shall 5. The organization of the specifications into divisions, consist of furnishing all plants, tools, equipment, sections,parts,and paragraphs,and the arrangement materials, supplies, and manufactured articles and of drawings shall not control the CONTRACTOR in furnishing all labor, transportation, and services, dividing the work among subcontractors or in including fuel, power, water, and essential establishing the extent of work to be performed by communications, and performing all work, or other any trade. operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. 6. The Contract Drawings are diagrammatic and The work shall be complete,and all work,materials, indicate the general arrangement of systems and work and services not expressly indicated or called for in included in the Contract. The CONTRACTOR shall the Contract Documents which may be necessary for field verify all dimensions. Do not scale the the complete and proper construction of the work in drawings. The architectural, structural, civil, good faith shall be provided by the CONTRACTOR electrical and instrumentation drawings and details as though originally so indicated, at no increase in shall be consulted in connection with the mechanical cost to the CITY. installations. Where the exact locations of fixtures and equipment are not definitely established, the B. CONTRACT DOCUMENTS CONTRACTOR shall field verify and shall confirm his information with the Engineer. The 1. The contract requires, but is not limited to, CONTRACTOR shall follow the Contract Drawings completion of all work in accordance with the in laying out the work and shall continually check the Contract Documents and the following:the Standard various trades to verify that sufficient space is Specifications for Public Works Construction available for the installation of the work. Maximum (SSPWC), latest edition; the Building and Safety headroom and space conditions shall be maintained at permit;and CITY encroachment permit. all points. Where headroom and space conditions appear inadequate, the Engineer shall be notified 2. Cross References to portions of the specifications are before proceeding with installations. made for clarifications only, and lack of such references shall not limit the enforcement of all Because of the small scale of the drawings, it is not applicable specifications. possible to indicate all offsets, fittings, and accessories which may be required. The 3. The Contract documents are complementary, and CONTRACTOR shall carefully investigate the what is required by any one shall be as binding as if structural and finish conditions affecting his work required by all, as applicable in accordance with the including existing materials and dimensions and shall order of precedence set forth herein. The intention of arrange his work accordingly, furnishing such the Documents is to include all labor, materials, fittings, valves, transitions, pull or junction boxes, equipment,services,and other items necessary for the and accessories as may be required to meet such proper execution and completion of the work. Unless conditions, at no additional cost to the CITY. otherwise specifically noted, the CONTRACTOR 2 R:SPECS\Seal Beach,City of,Boeing Puny Station\Contract Doc(Feb'03) • • The Contract Drawings and specifications are mentioned in the specifications,or vice versa,is to be intended to be fully cooperative and to agree but furnished as though fully set forth by both. Where should any discrepancy or apparent differences not specifically stated otherwise, all work and between plans and specifications come to the materials necessary for each unit of construction, attention of the CONTRACTOR,or should errors of including special construction for any specific brand other affect the work, the CONTRACTOR shall or shape of materials called for, even though only notify the Construction Manager immediately. If the briefly mentioned or indicated,shall be furnished and CONTRACTOR is aware the work is affected and installed fully and completely as part of this Contract. proceeds with the work without instructions from the Unless otherwise specified, the CONTRACTOR Engineer, the CONTRACTOR shall make good any shall furnish all labor, materials, tools, equipment, resultant damage or defects. All questions regarding and incidentals, and do all the work involved in the interpretation of plans andspecificationsshall be , performing the Contract. clarified by the Engineer whose decision shall be final. Any work called for by the plans which are not _Bidders shall read each and every clause of the - 2. Interference with Work on Utilities: The specifications; examine the drawings, and shall CONTRACTOR shall cooperate fully with all utility satisfy themselves by personal investigation of the forces of the CITY or forces of other public or site as to local conditions including the locations of private agencies engaged in the relocation, altering, -- - utilities and other structures. Information derived or otherwise rearranging of any facilities which from record plans, specifications, or drawings, or interfere with the progress of the work,_and shall from the Engineer or his assistants should be schedule the Work so as to minimize interference regarded as approximate only and should be with said relocation,altering,or other rearranging of approached with caution. Each bidder or his facilities. representative shall visit the site of the work and familiarize himself with local conditions, and shall D. WORK SEQUENCE investigate the material and take his own boring with the CITY approval as deemed necessary. The 1. The CONTRACTOR shall complete all work under material to be removed within the limits indicated on the Contract within 120 calendar days from the the Contract plans may contain debris, rubbish, and Notice to Proceed. any other material. The presence of and any required removal and disposal of any material or object so 2. Working hours are limited from 7:00 a.m. to 4:00 encountered shall be considered in the price of the p.m., Monday through Friday only. bid. The Bidder shall determine the actual conditions and requirements of the work, the character and .3. Throughout the progress of the work, the amount of all classes of labor and materials that may CONTRACTOR shall be responsible for maintaining be required,and all circumstances and conditions that existing facilities on line, providing temporary may affect the cost of the work. The Bidder in the bypasses, providing temporary facilities, and bid shall include prices, any and all expenses and providing all necessary coordination in order to costs that may be necessary to complete the project in . maintain the continuous collection and transport of accord with the requirements of the Contract. - wastewater into and out of the drainage area tributary to the existing pump station. The CONTRACTOR C. WORK BY OTHERS shall submit a work plan in accordance with the Contract Documents which provides details of the 1. The CONTRACTOR's attention is directed to the work necessary to satisfy the above condition. fact that work may be conducted at or adjacent to the site by other contractors during the performance of E. PROJECT DESCRIPTION the Work under this Contract. The CONTRACTOR shall conduct is operations so as to cause a minimum 1. General of interference with the work of such other The Boeing Sewage Pump Station is located on the contractors, and shall cooperate fully with such northeast comer of the Boeing Corporation property contractors to provide continued safe access to their (formerly Rockwell),at 2600 Westminster Avenue in respective portions of the site,as required to perform City of Seal Beach, California. The facility is work under their respective contracts. designed to serve a portion of the Boeing Corporation property, in addition to the commercial lots located at the southwest corner of Seal Beach 3 R:SPECS\Seal Beach,City of■Boeing Pump Station\Contract Doc(Feb'03) • • Boulevard and Westminster Avenue. Currently, the remain in service until the new pump station is Boeing Facility occupies 70 acres on a 110-acre site. online. Upon acceptance, the temporary Ultimately, the remaining 40 acres of land will also forcemain will be filled with grout and be developed for manufacturing purposes. abandoned in place. • Construction of 28 LF of 8-inch PVC forcemain, Flows into the station are generated primarily from including 18 inches of overexcavation and refill Boeing, but also include a small commercial center with sand equivalent 30 material.. • north of the pump station. Although the existing • facility has a pumping capacity of 1050 gpm,current Construction of 16 LF of 18-inch gravity sewer. flows estimated from running hours are only 32 gpm • Relocation of existing SCE service connections, on average. which conflicts with the proposed construction. •The existing pump station was originally constructed Installation of a 100 kW on-site, natural gas in The existing It consists of an 8 ft. x 14 ft, x 25 ft. deep powered emergency generator to provide power to the station in the event of a commercial pre-cast concrete dry well housing 2 submersible 30 outage. HP vortex-type pumps. The dry well also contains • ventilation equipment, a sump pump and stairway Telephone service to the facility. access from the surface. The electrical controls were • Installation of a CITY furnished dialer unit. removed from the dry well in 1984 and replaced with Natural gas service to the facility. •an above-grade panel manufactured by ESSCO. The • wet well is a 5-foot diameter unlined concrete Demolition of the existing Boeing Pump Station. manhole, which is fed by a 10-inch and 18-inch • Restoration of existing landscaping and gravity sewer. The wet well acts as a flow splitting hardscape. structure rather than a storage device. Storage for pumping is provided by surcharging the influent 2. Operation and Maintenance of Existing Sewer Lift sewer during normal pump cycling. Wet well levels Station in excess of 100 inches will cause sewage overflows into Boeing's facilities. The existing pump station is to remain in service • during construction of the new facility. The pump station is in extremely poor condition. Shoring was installed in the early 1970's and is still The CONTRACTOR shall be responsible for in place to support a section of a wall that had moved operation and maintenance of the existing sewer life 4 inches inward. Pipe fittings and electrical wiring station during construction operations. This are all corroded. Significant groundwater intrusion responsibility shall begin once the CONTRACTOR into the vault is apparent, with 6 inches of water on has moved onto the site and shall not end until the floor at all times. The facility is in such poor acceptance of the newly constructed pump station by condition that total replacement is required. The the CITY. proposed work will include: • Dewatering as necessary for construction. Work All maintenance required for the existing pump includes an NPDES permit from the Regional station during this period shall be performed by the Water Quality Control Board. CONTRACTOR. This includes the cost of all labor and materials required to affect repairs. New pumps, • Overexcavation and removal of 5 feet of native piping, controls, valves and forcemain materials are material under the proposed pump station slab considered part of the requirement, if necessary. on grade. Refill with sand equivalent 30 . material compacted to 90%relative density. During the construction period,the CONTRACTOR • Construction of a 490 gpm duplex submersible will be available on a 24-hour on-call basis to lift station consisting of: 2-sliderail submersible, respond to an emergency situation. The 10 hp vortex pumps; an 8-foot diameter T-lock CONTRACTOR will provide the CITY with a lined precast concrete wet well; a 12-6" x 8' minimum of five names of persons and telephone valve vault, including 3 feet of overexcavation numbers for this purpose. All persons listed shall be under the vault base; valves and piping; able to respond to any pump station emergency installation of a pump control panel; and within 45 minutes of being notified. Should a sewage installation of an 8-inch PVC temporary spill occur,the CONTRACTOR shall be responsible forcemain. The temporary forcemain will for the following: • 4 R:SPECS\Seal Beach,City oftBoeing Pump Slaiion\Contact Doc(Feb'03) • • • 5.• Acceptance of Sewage Pump Station. • Clean-up of site in accordance with City, County,Health Department and Regional Water The CONTRACTOR shall notify the CITY, in Quality Control Board requirements. writing,when, in its judgment,the new pump station • Reporting of the spill to the proper jurisdictional is complete and operating satisfactorily. At such agency; and preparing any documentation time, the CITY will conduct a walk through of the pump station and develop a list of items (if any) require& which will require correction. • • Payment of any and all fines which may be assessed against the CITY for the spill. The CONTRACTOR shall be responsible for operation and maintenance of the new facility for a • Coordination and payment of any analytical period of thirty (30) days after completion of all testing (lab) required at the site by the jurisdictional agency. punch list items.• Protection of the public from exposure to the During this 30 day period,the CONTRACTOR shall contaminated area. be required to conduct operator training and submit all operation and maintenance manuals required for The existing pump station does not incorporate a the project. In addition,the CONTRACTOR shall be dialer or other telemetry device. The required to thoroughly clean and degrease the wet CONTRACTOR shall install a dialer in the existing well prior to the CITY's final acceptance. Failure to control panel, to notify personnel in the event of a complete these items shall constitute grounds for the failure. Installation of this device shall also include CITY not to file Notice of Completion for the coordinating and installing telephone service, as necessary. project. • After 30 days,if the pump station is shown to operate 3. Existing Sewer System Abandonment without incident and operator training and O&M Sewer Pipes: All sewage inside pipeline shall be Manuals have been completed and submitted,and the drained, flushed,or pumped out. Pipeline shall then wet well has been cleaned and degreased, the CITY will file a Notice of Completion for the project. be filled with grout. - Should the facility experience operational problems, • prior to notice of completion being filed, the CITY Lift Station: The CONTRACTOR shall remove all shall determine any additional demonstration period mechanical equipment (i.e. submersible pumps, which may be required. This additional period shall, pipes, fittings, etc.) and deliver to the CITY or - however,not be more than 30 days. dispose of per CITY'S direction. All portions of the existing wet well that are within the utility zone shall 5. Permits be removed. The CONTRACTOR shall punch holes through the wet well bottom and base and fill with . The CONTRACTOR is responsible for obtaining and sand or approved material. • , - conforming to the provisions of the following permits: • 4. Operation and Maintenance of Newly Constructed Sewer Lift Stations. - • City of Seal Beach Encroachment Permit • The CONTRACTOR shall remain responsible for SCAQMD Permit to Operate for the Emergency operation and maintenance of the new pump station Generator until accepted by the City of Seal Beach. All • Regional Water Quality Control Board NPDES provisions outlined in the above paragraph Permit for Dewatering . "Operations _and Maintenance of Existing Lift • , Stations"will apply to the operation and maintenance The CONTRACTOR shall be responsible for all fees of the new pump station. associated with securing these permits. The CONTRACTOR shall not input phone numbers 7. Traffic Access of CITY personnel into the pump station dialer The CONTRACTOR shall maintain traffic access to equipment until the station is accepted by the CITY. all local streets throughout construction. Temporary 5 R:SPECS■seal Beach,City oRBoeing Pump Station\Contract Doc(Feb'03) • • • shutdown of streets must be approved by the CITY 72 hours in advance of the proposed shutdown. c. The purpose of the conference is to designate responsible personnel and establish a working 8. Powers and Telephone Service relationship. Matters requiring coordination will The CONTRACTOR is responsible for coordinating be discussed and procedures for handling such power and telephone service to the lift station, and matters established. The complete agenda will installing conduit, pull rope, transformer pad, and be furnished to the CONTRACTOR prior to the other required project elements in accord with SCE meeting date. However, the CONTRACTOR and Verizon requirements. shall be prepared to discuss all of the items listed below. 9. City Encroachment Permit 1. CONTRACTOR's tentative schedules An encroachment permit will be required by the City 2. Transmittal, review, and distribution of of Seal Beach for work within the public right-of- CONTRACTOR's submittals way. The CONTRACTOR is responsible for obtaining this permit. The CONTRACTOR shall 3. Processing applications for payment prepare traffic control plans in conformance with 4. Maintaining record documents CITY requirements for review and approval by the 5. Critical work sequencing - . • CITY. No fee will be charged by the CITY for the encroachment permit. 6. Field decisions and Change Orders 10. Geotechnical Studies 7. Use of project site,office and storage areas, security, housekeeping, and CITY's needs A geotechnical study prepared by Leighton and 8. Major equipment deliveries and priorities Associates is available for review at the City of Seal Beach. The report was developed for design 9. Traffic control purposes and is based upon a limited number of observations. Actual field conditions may differ. 10. Bypass pumping The CONTRACTOR is responsible for providing supplemental geotechnical information,as necessary, d. The CITY will preside at the preconstruction conference and will arrange for keeping and for proper prosecution of work, distributing the minutes to all persons in F. PROJECT MEETINGS attendance. Attendance by the CONTRACTOR • is mandatory. 1. Preconstruction Conference: G. DEFINITIONS APPLICABLE TO TECHNICAL a. Seven days prior to the commencement of SPECIFICATIONS WORK at the site,a preconstruction conference will be held at the CITY and shall be attended by - The following words have the meaning defined in the the CONTRACTOR's project manager, its Technical Portions of the work: Superintendent, and its subcontractors as the CONTRACTOR deems appropriate. Indicated-A word used to direct the CONTRACTOR to information contained on the drawings or in the b. Unless previously submitted to the Engineer,the specifications. Terms such as "shown" "noted" CONTRACTOR shall bring to the conference "scheduled"and"specified"also may be used to assist in copy of each of the following: locating information but no limitation of location is 1. Project Schedule implied or intended. 2. Procurement schedule of major equipment CITY—The City of Seal Beach and materials and items requiring long lead time Furnish-To supply and deliver to the site, to unload and 3. Shop Drawing/Sample submittal schedule unpack ready for assembly. 4. Preliminary schedule of values (lump sum Install-Defines operations at the site including assembly, price breakdown) for progress payment erection, placing, anchoring, applying, shaping to purposes 6 R:SPECS\Seal Beach,City oABoeing Pump Station\Contact Doc(Feb'03) • • dimension, finishing, curing, protecting, testing, startup, 2. Three preliminary copies of each manual shall be and cleaning, ready for.the CITY's use. submitted to the CITY's representative for review within one month of receipt of approved shop Provide-Furnish and install,ready for the intended use. drawings by the CONTRACTOR. Installer - A person or firm engaged by the 3. Drawings or diagrams bound in the manuals shall be CONTRACTOR or its subcontract or any subcontractor - 8-1/2 inches by I I inches or 11 inches by 17 inches for the performance of installation, erection, or size. Larger drawings shall be folded separately and application work at the site, Installers must be expert in placed in envelopes which are bound into the the operations they are engaged to perform. manuals. Suitable identification shall be placed on the outside of each envelope: All manuals shall be • printed on 8-1/2 inches by 11 inches size paper and SECTION 01730 bound in standard 3-ring, loose-leaf, vinyl covered binders with the project name, equipment name and OPERATION AND MAINTENANCE item number embossed on the cover and spine. MANUALS 4. Upon receipt of approval of the manuals by the PART 1 -GENERAL CITY, the CONTRACTOR shall submit four (4) • copies of the operation and maintenance manuals A. OPERATION AND MAINTENANCE prior to the delivery of the equipment to the project MANUALS • site. These manuals shall be in addition to any instructions. 1. Operation and maintenance manuals shall be furnished for the equipment provided under this 5. No partial payments for equipment delivered under contract. Manuals shall be prepared specifically for this contract nor acceptance of equipment will be this installation and,as a minimum requirement,shall made until the required operation and maintenance contain the following information: manuals have been received by the CITY. . a. Tracing, photocopy or other suitable reproduction of the equipment nameplates. SECTION 02140 b. Complete installation, operation and DEWATERING maintenance instructions. PART 1 —GENERAL c. Troubleshooting guide. A. WORK OF THIS SECTION d. Lubrication guide and charts. 1. The WORK of this Section includes site dewatering e. Equipment performance curves. necessary to lower and control groundwater levels and hydrostatic pressures to permit excavation and f. Typical equipment drawings and layouts. construction to be performed properly under dry conditions. - g. Name, address and telephone number of the manufacturer. 2. Dewatering operations shall be adequate to assure the integrity of the finished project. The responsibility for conducting the dewatering operation in a manner h. Name, address and telephone number of the nearest source of replacement parts and service which will protect adjacent structures and facilities to the project site. rests solely with the CONTRACTOR. The cost of repairing any damage to adjacent structures and restoration of facilities shall be the responsibility of i. Recommended spare parts list. the CONTRACTOR. j. Copies of all shop drawings and other information required by the specifications. B. RELATED SECTIONS The WORK of the following Section applies to the Work of this Section. Other sections of the Specifications, not 7 R:SPECS\Seal Beach,City oi\Boeing Pump Station Contract Doc(Feb'03) • • referenced below, shall also apply to the extent required dewatering operation to detect any settlement which for proper performance of this WORK. may develop. 1. Section 02200- Earthwork 3. A daily report shall be maintained recording the following: 2. Section 02600-Pipeline Construction a. Elevation of groundwater and piezometric water 3. Section 02640-PVC Pipe levels in observation wells. 4. Section 03845 - Precast Vault and Wet Well b. Change in elevation of reference points to detect settlement-in adjacent structures. C. STANDARD SPECIFICATIONS 4. Groundwater levels at monitoring wells shall be 1. Except as otherwise indicated in this Section of the maintained at a level of 1-foot below the proposed Specifications, the CONTRACTOR shall comply excavation or higher. with the Standard Specifications for Public Works Construction, latest edition. F. PERMITS 2. The CONTRACTOR shall also comply with the An NPDES permit for dewatering operations will be projects waste discharge permit included in the required for this project. The CONTRACTOR is Appendix of these specifications. The responsible for obtaining this permit and all associated CONTRACTOR shall comply with all provisions of fees. Supplemental information which may be required this permit including the effluent testing and (such as a geotechnical study) shall also be the reporting requirements. responsibility of the CONTRACTOR,including all costs. The CONTRACTOR is responsible for complying with D. SCHEDULE AND PLAN all provisions contained in this permit. 1. The following shall be submitted in compliance with PART 2 -PRODUCTS Section 2-5.3 of the Standard Specifications for Public Works Construction. A. EQUIPMENT a. Prior to commencement of excavation,a detailed Dewatering includes well points,sump pumps,temporary plan and schedule, with description, for pipelines for water disposal,and rock or gravel placement, dewatering of excavations. and other means including standby pumping equipment maintained on the jobsite continuously. b. Demonstration of proposed system and verification that adequate personnel, materials PART 3 -EXECUTION and equipment are readily available. A. GENERAL REQUIREMENTS c. Detailed plan and location of reference points and observation wells to be constructed. 1. Dewatering shall be performed in compliance with Subsection 306-3.3 of SSPWC and as specified E. CONTROL AND OBSERVATION herein. 1. Adequate control shall be maintained to ensure that 2. An adequate system shall be maintained to lower and the stability of excavated and constructed slopes are control the ground water to permit excavation, not adversely affected by water, that erosion is construction of structures and placement of fill controlled and that flooding of excavation or damage materials to be performed under dry conditions. to structures does not occur. 3. Sufficient dewatering equipment shall be installed to 2. Where critical structures or facilities exist pre-drain the water-bearing strata below the bottom immediately adjacent to areas of proposed of foundations,drains,sewers and other excavations. dewatering, reference points and observation wells shall be established and observed and recorded daily 4. The hydrostatic head in water-bearing strata below at a minimum of four times per day during foundations, drains, sewers and other excavations 8 • R:SPECS∎Scal Beach,City ol\Boeing Pump Station\Contract Doc(Feb'03) • s • shall be reduced to ensure that the water level is compacted backfill and prevent flotation or below the excavation surface at all times. . movement of structures,pipelines and sewers. 5. The system shall be placed into operation prior to excavation below ground water level to lower the SECTION 02200 ground water level and shall be operated continuously 24 hours a day, 7 days a week until EARTHWORK drains, sewers and structures have been constructed and fill materials have been placed and dewatering is PART 1 -GENERAL no longer required. A DESCRIPTION 6. The site shall be graded to facilitate drainage. Earthwork shall include all necessary excavation,grading, Surface runoff shall be diverted from excavations. filling and shall include Water entering the excavation from surface runoff g g, installing and removing shoring, shall be collected in shallow ditches around the dewatering, compaction and disposing of excess perimeter of the excavation,drained to sumps,and be excavated material, as required for the complete performance of the work for the install of structures and pumped or drained by gravity away from the appurtenances as indicated on the plans and as specified excavation. herein. Earthwork shall also include providing,installing, maintaining and removing settlement monitoring stations. 7. Dewatering shall at all times be conducted in such a manner as to preserve the undisturbed bearing B SUBMITTALS capacity of the subgrade soils at proposed bottom of excavation. _ 1. Shoring 8. If foundation soils are disturbed or loosened by the - Submit, in advance of all temporary excavations, a upward seepage of water or an uncontrolled flow of detailed plan showing the design of shoring,bracing, water, the affected areas shall be excavated and sloping or other provisions to be made for worker replaced with drain rock at no additional cost to the and slope protection from the hazard of caving CITY. ground during the excavation. The calculations and plans shall be prepared by a registered civil or 9. Flotation of structures and facilities shall be structural 'engineer at the expense of the prevented by maintaining a positive and continuous CONTRACTOR. As a part of the plan,a note shall removal of water. - be included stating that the registered civil or structural engineer certifies that the plan complies 10. If well points or wells are used, they shall be with the CAL-OSHA Construction Safety Orders. If, adequately spaced to provide the necessary however, the plan does not comply with the Safety _ - •dewatering and shall be sandpacked and/or other Orders, the plan shall include a note stating that the means used to prevent pumping of fine sands or silts registered civil or structural engineer certifies that the from the subsurface. A continual check shall be - plan is not less effective than the shoring, bracing, maintained to ensure that the subsurface soil is not - sloping or other provisions of the Safety Orders nor being removed by the dewatering operation. the recommendations provided in the Geotechnical Report whichever is more restrictive. 11 • . Water and debris shall be disposed of in a suitable The CONTRACTOR shall obtain approval from the manner in compliance with Subsection 306-3.3 of State Division of Industrial Safety of shoring to be SSPWC and without damage to adjacent property. used and shall then furnish details of said shoring to •No water shall be drained into work built or under the CITY for use in the inspection of the project. construction as required by the waste discharge permit contained in the Appendix, water shall be 2. ` Dewatering Plan filtered to remove sand and fine-sized soil particles and further treated before disposal into any drainage Submit a plan prior to beginning construction for system. dewatering the excavations per section 02140. List all equipment and methods proposed for use. Plan 12. The release of groundwater to its original level shall shall be accepted by the city prior to begin any be performed in such a manner as not to disturb excavation or dewatering. natural foundation soils, prevent disturbance of 9 R:SPHCS\Seal reach,City ofnoeing Pump Station\Cennact Doe(Feb'03) • • PART 2-PRODUCTS E. CEMENT SLURRY A. GRANULAR SOIL Cement slurry shall be Class 100-E-100, per SSPWC Section 201-1.1.2. Granular soil shall be a soil having a minimum sand equivalent of 30 as determined in accordance with the PART 3-EXECUTION State of California Division of Highways Test Method No. Calif 217, and not more than 20 percent of it will A. SHORING pass through a 200 mesh sieve. I. Provide and construct all shoring per the approved B. IMPORTED SAND shop drawing and as required to perform the work. Imported sand shall be a soil having a minimum sand 2. Nothing in this section shall be deemed to allow the equivalent of 70 as determined by the State of California less Division of Highways Test Method No. Calif. 217. use of shoring, sloping or protective systems effective than that required by the Construction C. GRAVEL FILL Safety Orders of the Division of Industrial Safety and the Occupational Safety and Health Act. All 1. The percentage composition by weight of gravel fill excavations shall be performed, protected and shall conform to the following grading when supported as required for safety and in the manner set determined by Test Method No. Calif. 202: forth in the operations rules, orders and regulations prescribed by the Division of Industrial Safety of the Percentage State of California. Barriers shall be placed at each Sieve Sizes Passing Sieves end of all excavations to warn all pedestrians and 1" 100 vehicular traffic of such excavations. 3/4" 85-100 No. 4 35-55 3. The CONTRACTOR shall conform to the No. 30 10-30 requirements of the State of California Labor Code No. 200 2-9 Section 6500 except where more restrictive recommendations are provided in the geotechnical 2. The gravel fill shall conform to the following quality report. requirements: Test B EXCAVATION Test Method No. Requirements 1. Excavation for Footings Los Angeles ASTM C131 Not more than Abrasion Test(Test 52%loss (after If sides of footings are to be formed, the excavation Grading B) 500 revolutions) shall be one foot wider than the footing on each side to permit forming and bracing. Sides of footings may Resistance R-value Calif. 301 78 minutes be formed by neat excavations,providing the banks Sand Equivalent Calif 217 30 minutes will stand straight and firm, without sloughing or caving. If footings are cast in neat excavation, the 3. Gravel fill shall be free from vegetable matter and excavations shall be cut one inch wider on each side other deleterious organic substances and shall be than the dimensions of footings shown on the subject to the approval of the CITY's representative. drawings. Excavations shall be cut square on the bottom and D. SELECT MATERIAL corners and carefully brought to the required grades. Care shall be taken not to disturb the bottom of the Select Material for use as backfill or wherever specified excavation and final removal of the material to grade shall be material having 100 percent of the material shall not be made until just before concrete is placed. passing a 1-1/2-inch screen,shall have enough fines in it for proper compaction,and shall have a liquid limit and a 2. Grading and Stockpiling plasticity index not in excess of 40 and 10, respectively. Use of this material shall be subject to the CITY's The CONTRACTOR shall control grading in a representative's approval. manner to prevent water running into excavations. He shall protect the grading against irrigation water. Obstruction of surface drainage shall be avoided and 10 R:SPECS Seal Beach,City o(Boeing Puna Station\Contract Doc(Feb'03) • • • means shall be provided whereby storm and • - wastewater can flow uninterrupted in existing gutters, 2. Foundations in Poor Soil other surface drains,or temporary drains. Unsuitable material encountered at the surface upon Excavated materials, approved by the CITY as which the foundations or bedding material is to be suitable for backfill,shall be segregated and placed in temporary stockpiles at the designated site. Material placed shall be removed to a depth as determined in shall be stockpiled in a manner to preclude any - the field by the CITY's representative. Unsuitable • ponding of water or concentration of storm flow on material shall be as determined by the CITY's the site. The CONTRACTOR shall stockpile representative. If not otherwise specified,removal of sufficient approved material in order to perform all material and additional bedding so ordered over and required backfilling. Surplus excavated materials or above the amount required will be paid for in excavated materials considered unsuitable by the accordance with the General Provisions. The CITY for use in the construction of compacted CONTRACTOR's attention is called to"Dewatering" backfill on this project shall become the property of procedures to ensure that an otherwise stable the CONTRACTOR and shall be removed and foundation will not be rendered unfit -due to . accumulation of water in the excavation. However, disposed of off site. the CONTRACTOR has the responsibility to 3. Unauthorized Overexcavation reasonably ascertain the soil conditions prior to bid. The cost of removing the unsuitable material should • Excavation is carried beyond designated subgrade be known by the CONTRACTOR prior to bid and be and/or foundation limits with the CITY's included in the bid price. authorization, suitable corrections shall be made at the expense of the CONTRACTOR for adjustment of D. GRAVEL FILL same, as directed by the CITY's representative. Overdepth excavations in such locations shall be - Gravel fill shall be placed where specified, indicated on rectified by backfilling with approved select material, the plans, or designated by the CITY's representative. gravel fill or cement slurry,and shall be compacted to The depth and extent of gravel fill utilized may depend on provide a firm and unyielding subgrade and/or the conditions encountered; therefore, the CITY's foundation,as directed by the CITY's representative, representative shall have the authority to increase or limit all at the expense of the CONTRACTOR. •the application of this material at no change in unit cost. The CITY's representative shall also have the authority to •4. Authorized Overexcavation - determine whether the conditions encountered require the • Material deemed unsuitable by the CITY for use of gravel fill or not. footings, foundations, slabs or subgrade shall be • E. BACKFILLING FOR STRUCTURES excavated and replaced with select material, .. . . " compacted gravel or cement slurry backfill. Such 1. Imported Backfill Material additional excavations and backfill work shall be performed only upon specific written authorization Whenever the excavated material is not suitable for by the CITY. backfill, the CONTRACTOR shall arrange for and • furnish suitable imported backfill material which is Removal and disposal of unsuitable material and the capable of attaining the required relative compaction furnishing and replacement thereof will be paid for as at his own expense. The backfilling with imported an appurtenant item to that bid item to which it is material shall be done in accordance with the related. • methods described herein. C. FOUNDATION PREPARATION • • The CONTRACTOR shall assume for the purpose of bidding, that all excavated material is unsuitable for 1. General - backfilling and that imported backfill material will be Excavated surfaces shall be inspected, repaired and required. Payment for imported backfill will be approved prior to placing any structure, fill, or • included in the bid item to which work is appurtenant bedding material. Surfaces shall be clean, firm and to. have a proper moisture content to support the 2. Structural Backfill • proposed work above. Preparation of surface shall be per the SSPWC Section 301 and as approved by the After structures and foundations are in place and • Agency. forms removed, backfill shall be placed to the • 11 R:SPECS\Seal Beach,City of\Boeing Puny Station\Contract Doc(Feb'03) • • original ground line or to the limits designated on the 2. Compaction plans. The excavation shall be cleaned of all trash Backfill shall be placed in horizontal layers not and debris. Material for backfilling shall consist of exceeding 8 inches in depth and shall be moistened excavated selected material or of borrow sand,gravel and thoroughly tamped, rolled or otherwise or other materials approved by the CITY's representative and shall be free of trash,roots,lumber compacted to a minimum relative compaction of 90 or other debris. Backfill shall be placed only after all percent. Compaction in the street zone (top 18 foundations, walls, pipes and appurtenances have inches) shall be 95 percent relative density. been inspected by the CITY or his representative. Consolidation will not be permitted except with the Backfill shall be compacted to not less than 90 written permission of the CITY's representative. percent of maximum density unless otherwise specified below, indicated on the plans, or in public 3. Compaction Fill . rights-of-way as required by the agency having Compaction,shall be performed by use of vibratory jurisdiction. equipment, tamping rollers,pneumatic tire rollers or other mechanical tampers of the type and size Backfill adjacent to walls or structures shall be approved by the CITY's representative.The backfill placed in horizontal layers not in excess of 8 inches shall be placed in horizontal layers of such depths as in thickness and shall have the proper moisture are considered proper for the type of compacting • content for the required degree of compaction. Each equipment being used in relation to the backfill layer shall be compacted to at least 90 percent of material being placed, but not to exceed 8 inches. maximum density, unless under concrete slabs or Each layer shall be evenly spread,properly moistened structures, in which case compaction shall be to not and compacted to the specified relative compaction. less than 95 percent of maximum density. • 4. Material: • 3. Additional Backfill Material Backfill material shall consist of loose earth or sand The CONTRACTOR shall furnish all additional free from stones,clods or other deleterious material. backfill material required to bring the backfill up to When material from the excavation is unsuitable for required finish grades. He may import the material use in backfill, it shall be disposed of as specified from a stockpile of approved surplus material located elsewhere in this specification,and suitable material elsewhere along the project, or obtain necessary which is capable of attaining the required relative material from a borrow site approved by the CITY's compaction shall be arranged for and furnished by the • representative. CONTRACTOR at his expense. F. COMPACTION CONTROL G. DISPOSAL OF MATERIAL 1. Compaction Test Unsuitable backfill materials and debris produced by The CONTRACTOR will engage the services of a clearing and grubbing and demolition of existing trees, testing laboratory to test the degree of compaction stumps, structures, pavement and trash, shall be attained in the backfill. Compaction shall be tested in immediately removed and disposed of offsite or in areas accordance with the methods specified by the State of designated by the CITY's representative. No surplus California, Division of Highways,Test Method No. material shall be dumped on private property unless Calif. 216. The cost of all compaction tests shall be written permission is furnished by the owner of the borne by the CONTRACTOR. If the backfill property. The CITY's approval shall be obtained prior to compaction fails to meet the relative compaction commencing disposal procedures. requirements set forth herein,subsequent compaction H. GRADING AND FINAL CLEANUP • tests shall be at the CONTRACTOR's expense. The CONTRACTOR shall make all necessary In areas outside of streets or roadways, the elevations excavations for compaction tests as directed by the shown on the plans as existing are taken from the best CITY's representative and all work in connection existing data and are intended to give reasonably accurate with compaction testing by the CONTRACTOR shall information about the existing elevations. They are not be included in the various contract bid prices and no precise and the CONTRACTOR should satisfy himself as additional allowances will be made therefore. to the exact quantities of excavation and fill required. 12 R:SPECS\Seal Beach,City o6Boeing Pump Station\Contract Doc(Feb'03) • • Pits and fills used for the erection of the B. RELATED SECTIONS CONTRACTOR's construction facilities shall be filled or removed, as the case maybe, upon the completion of the A. The WORK of the following Sections applies to the work and leveled to meet the contours of the adjacent Work of this Section. Other Sections of the ground. - Specifications, not referenced below, shall also apply to the extent required for proper performance of this WORK. After all the structures have been completed, the ground 1. Section 02140 Dewatering surface shall be brought to the finished grade elevations indicated on the plans. 2. Section 02200 Earthwork All finished ground surfaces shall be beaded and dressed 3. Section 02640_ PVC Pipe to present a surface not varying over+0.10 foot as regards 4. Section 02730 Sanitary Sewerage System local humps or depressions and satisfactory to the CITY. _ Testing I. PROTECTION OF EXISTING FACILITIES C. STANDARD SPECIFICATIONS Existing facilities shall be protected as specified herein. Except as otherwise indicated in this Section of the Any method of construction chosen which necessitates - Specifications, the CONTRACTOR shall comply with heavy equipment imposing loads on the existing pipelines Section 306-1 of the Standard Specification for Public requires approval by the CITY's representative. It shall be Works Construction. the CONTRACTOR's responsibility to repair to the satisfaction of the CITY all damage to existing pipes PART 2-PRODUCTS which is caused by construction under this contract. Cost of repairs shall be at the expense of the CONTRACTOR. A. PIPE AND APPURTENANCES J. DEWATERING Provide pipe materials, coatings and linings, and appurtenances of the sizes and types indicated on the The CONTACTOR shall provide and niaintain at all times Drawings and comply with Section 02644-PVC SDR 26 during construction,ample means and devices with which Gravity Sewer Pipe, and Section 02640 - PVC C900 to promptly remove and properly dispose of all water Force Main Sewer Pipe. from any source entering the excavations or other parts of the work. Dewatering shall not produce subsidence B. FILL AND BACKFILL MATERIAL sufficient to cause damage to adjacent structures and improvements. Dewatering shall be accomplished by Fill and backfill materials shall be in accordance with methods which will ensure a dry excavation and Section 02200. preservation of the fatal lines and grades of the bottoms of excavations. Said mentions may include deep wells,well S PART 3-EXECUTION points,sump pumps,suitable rock or gravel placed below the required bedding for draining and pumping purposes, A. PREPARATION temporary pipelines and other means, all subject to the approval of the CITY's representative. See Section 1. Traffic 02140 for Dewatering requirements. The CONTRACTOR shall prepare traffic control plans and submit to the CITY for approval. Traffic •SECTION 02600 control shall conform to requirements of the City of Seal Beach. PIPELINE CONSTRUCTION 2. Utility Relocation PART 1 -GENERAL Notify the CITY of property which must be relocated • or existing public utilities and franchise holders A. WORK OF THIS SECTION which must be relocated and the reasonable time for • doing so. The CONTRACTOR will contact the The WORK of this Section includes providing general utility or franchise holder and request relocation. requirements for pipelines,including pipe,joints,specials, Relocation and protection of existing utilities which and appurtenances,complete and in place. 13 R:SPECS■Seal Beach,City uABoeing Pump Station\Contract Doc(Feb'03) - - - • • • • are the CONTRACTOR's responsibility shall in accordance with Section 5 of the SSPWC. All main lines shall not be filled with water for 24 hours after repairs,at which time the lines shall first be flushed 3. Before submitting shop drawings, where the free of debris. All connections shall be left exposed until proposed piping will connect to existing piping, the approval is made by the designated CITY inspector. CONTRACTOR shall excavate the point of Irrigation system repairs shall conform to Section 308 of connection to verify size, layout, and depth. The - the SSPWC. CONTRACTOR shall give the CITY a minimum of two hours to inspect the existing piping before Trees, lawns and shrubbery that are not removed shall be backfilling. The CONTRACTOR shall retain the protected from damage or injury. The trees and shrubbery services of a registered professional land surveyor to removed or damaged as a result of construction work shall determine pipe elevation and horizontal location , be restored or replaced with plant materials of like size (coordinates)based upon contract drawing datum and and in healthy condition. Turf areas shall be repaired benchmarks. using a sod of appropriate color and texture. The CONTRACTOR shall make every effort to keep plant B. EXCAVATION materials watered during construction. Landscape restoration shall be in conformance with applicable 1. Unless indicated otherwise, excavation and provisions of Section 308 of the SSPWC. overexcavation shall be in accordance with Section • 02200. The CONTRACTOR shall certify that any repairs made to irrigation systems will be done by certified, licensed 2. Trench width shall be as indicated. irrigation specialists either directly under his employ or sub-contracted. 3. Stabilize the trench subgrade by compaction to 95 percent relative density. Where trench bottom has All work shall receive written approval from the CITY or been over-excavated, compact the bedding to 95 his approved designee prior to final acceptance. The percent in I-foot thick layers. - CONTRACTOR shall remain responsible for maintaining all replacement landscaping for a period of six(6)months. C. LANDSCAPING AND IRRIGATION The CONTRACTOR shall remove and replace all plants RESTORATION that have failed during this period. Plant maintenance and establishment shall be in conformance with Section 308 of Prior to initiating any work on or adjacent to landscaped the SSPWC unless otherwise modified herein. public lands, it shall be the CONTRACTOR's responsibility to notify the City of Seal Beach 24 hours D. LAYOUT AND HANDLING - prior to the start of said work. • Handling of Pipe and Accessories: Pipe shall be lifted in The CONTRACTOR will assume the responsibility for such a manner as to minimize bending and prevent the protection of public and private property adjacent to damage to the pipe. During transport, pipe shall be the work and shall exercise due caution to avoid damage supported to prevent distortion or damage to the pipe. to said property. When not being handled, pipe shall be stockpiled on timber cradles or properly prepared ground with all rocks The CONTRACTOR shall repair or replace all existing larger than 3 inches eliminated. All pipe, fittings valves improvements which are not designated for permanent and accessories shall be carefully lowered into the trench removal (e.g. curbs, sidewalks, signs, fences, walls, in such a manner as to prevent damage to the pipe and structures, landscapes, sprinkler systems, et. al.) and are fittings. Under no circumstances shall pipe or accessories damaged or removed as a result of its operations. Where be dropped or dumped into the trench. The a portion of a sprinkler system must be removed, the CONTRACTOR shall smooth out any bums,gouges, or remaining lines shall be capped and reconfigured to the weld splatter and repair other defects prior to laying the system. All materials used shall be at least equal to those pipe. Any pipe section, including coatings and linings, damaged or removed. Substitutions may be made with the that becomes damaged as a result of handling or approval of the CITY. stockpiling shall be replaced with a new unit or repaired at the discretion of the CONSTRUCTION MANAGER at Immediately after repairs to lateral lines,the lines shall be no additional cost to the CITY. flushed free of debris and there shall be no debris within the sprinklers which would obstruct their proper functioning. 14 R:SPECS\Seal Beach,City oftBoeing Pump Station\Contract Doc(Feb'03) • • E. INSTALLATION - D. SHOP DRAWINGS AND SAMPLES 1. General: Pipe shall be installed in accordance with the pipe manufacturer's recommendations, SSPWC The following shall be submitted in compliance with Subsection 306-1, and the requirements herein. Section 2-5.3 of the Standard Specification for Public Works Construction: 2. Interferences: CONTRACTOR shall protect and maintain all Underground and surface utility 1. Samples of all the materials proposed for use on the structures, drains, sewers, and other obstructions WORK. The samples shall be clearly marked to encountered in the progress of the WORK in show the manufacturer's name and product compliance with Section 5 of the SSPWC. Where - identification and shall be submitted along with the • - indicated that the grade_or alignment of the pipe is , , manufacturer's technical data and installation obstructed by existing utility structures•such as instructions., conduits, ducts, or pipes, the obstruction shall be supported until it is relocated, removed, or 2. Shoring and bracing drawings in accordance with the reconstructed by the CONTRACTOR in cooperation requirements of Section 02200. with owners of such utility structures. Unless otherwise indicated,this WORK shall be performed - 3. Shop drawings and laying diagrams of all pipe,joints, at no additional cost to the CITY. bends,special fittings,and piping appurtenances. PART 2—PRODUCTS SECTION 02640 A. GENERAL PVC PIPE 1. PVC pipe 12 inches in diameter and less and PART 1 —GENERAL appurtenances shall comply with AWWA C900. All pipe shall be Class 200(DR 14). A. WORK OF THIS SECTION 2. PVC pipe 14 inches and larger shall comply with The WORK of this Section includes providing AWWA C905. All pipe shall be Class 235 (DR18). underground PVC Pipe for gravity or pressure flow and 3. All PVC pipe shall be suitable for joining by • all appurtenant work, complete and in place. - compression joints unless otherwise shown or indicated. B. RELATED SECTIONS B. BEDDING MATERIAL The WORK of the following Sections applies to the Work of this Section.,Other Sections of the Specifications,not Unless otherwise indicted, all material used for pipe referenced below,shall also apply to the extent required bedding shall conform to the requirements of SSPWC for proper performance of this WORK. Subsection 306-1.2.13, and the trench backfill material 1. Section 02140 Dewatering shall comply with Section 02200. 2. Section 02200 Earthwork PART 3—EXECUTION 3. Section 02600 Pipeline Construction Fittinus • 4. Section 02730 Sanitary Sewerage System Testing Fittings shall be ductile iron push-on type unless 5. Section 03300 Cast-in-Place Concrete otherwise shown on the drawings. Ductile iron fittings shall conform to the requirements of AWWA C110. All C. STANDARD SPECIFICATIONS fittings shall be lined with 40 mils of ceramic epoxy system(US Pipe Protecto 401 or equal). Except- as otherwise indicated in this Section of the -Specifications,the CONTRACTOR shall comply with the A. TRENCHING AND BACKFILL latest adopted edition of the Standard Specification for • Public Works Construction and the City of Seal Beach - 1. Trench excavation and backfill shall conform to the Standard Provisions and Standard Drawings for the requirements of Section 02200, and SSPWC construction of water and sewerage facilities. • Subsection 306-1.3. 15 R:SPECS\Seal Beach,City of\Boeing Path Station\Contract Doc(Feb'03) - • • • • 2. The minimum depth of cover over the top of the pipe reconstructed by the CONTRACTOR in cooperation shall be eight (3) feet unless otherwise shown. The with owners of such utility structures. Unless width of the trenches shall be as indicated on the otherwise indicated,this WORK shall be performed drawings. at the CONTRACTOR'S expense. B. LAYING PIPE C. HANDLING 1. Immediately before placing each section of pipe in 1. Handling of the PVC pipe shall be done in final position for jointings, the bedding for the pipe accordance with manufacture's instruction to ensure shall be checked for firmness and uniformity of that the pipe is not damaged in any manner during surface. storage, transit,loading, unloading, and installation. • 2. Proper implements, tools, and facilities as 2. All defective and rejected lengths of pipe shall be recommended by the pipe manufacturer's standard immediately removed from the work area. printed installation instructions shall be provided and used by the CON I RACTOR for safe and efficient D. FIELD JOINTING execution of the WORK. All pipe, fittings, valves, and accessories shall be carefully lowered into the 1. Pipe shall be, jointed in compliance with trench by means of derrick, ropes, or other suitable manufacturer's printed instructions. • equipment in such a manner as to prevent damage to pipe and fittings. Under no circumstances shall pipe 2. When pipe laying is not in progress,the open ends of or accessories be dropped or dumped into the trench. the pipe shall be closed to prevent trench water from entering pipe. Adequate backfill shall be deposited 3. Cutting and machining of the pipe shall be on pipe to prevent floating of pipe. Any pipe which accomplished in accordance with • the pipe has floated shall be removed from the trench, manufacturer's standard procedures for this cleaned,and relaid in an acceptable manner. No pipe operation. Pipe shall not be cut with a cold chisel, shall be laid when, in the opinion of the standard iron pipe cutter, nor any other method that CONSTRUCTION MANAGER, the trench may fracture the pipe or will produce ragged,uneven conditions or weather are unsuitable for such work. edges. E. COMPACTION OF PIPE BEDDING AND 4. The pipe and accessories shall be inspected for BACKFILL defects prior to lowering into the trench. Any defective,damaged or unsound pipe shall be repaired Compaction of pipe bedding and backfill material shall or replaced. All foreign matter or dirt shall be conform to the requirements of Section 02200 of these removed from the interior of the pipe before lowering guidelines. into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipeline F. FIELD TESTING shall be closed with watertight expandable type sewer plugs or PVC test plugs at the end of each day's Field testing shall comply with the requirements of operation or whenever the pipe openings are left Section 02730. unattended. The use of burlap,wood,or other similar temporary plugs will not be permitted. SECTION 02730 5. CONTRACTOR shall protect and maintain all • underground and surface utility structures, drains, SANITARY SEWER SYSTEM TESTING sewers, and other obstructions encountered in the progress of the WORK in compliance with Section 5 PART I —GENERAL of the SSPWC. A. WORK OF THIS SECTION 6. Where indicated that the grade or alignment of the pipe is obstructed by existing utility structures such The WORK of this Section includes testing of sanitary as conduits,ducts,pipes,branch connections to main sewerage systems. sewers, or main drains, the obstruction shall be permanently supported, relocated, removed, or 16 R:SPECS■Seal Beach.City ofBoeing Pump Station Contract Doc(Feb'03) • • • B. STANDARD SPECIFICATIONS C. TELEVISING SEWER MAINS • Except as otherwise indicated in this Section of the 1. New sewer mains less than 36 inches in diameter Specifications, the CONTRACTOR shall comply with - shall be inspected by closed circuit televising in the Standard Specifications - for Public Works compliance with Section 500-1.1.5 of the SSPWC. Construction, 2000 Edition. 2. All defects as determined by CITY shall be C. SHOP DRAWINGS AND SAMPLES reconstructed prior to placing pavement or permanent trench resurfacing. 1. The following shall be submitted in compliance with SSPWC: D.' DEFLECTION TEST a. Proposed plans for testing, and for water 1. Flexible and,semi-rigid main line pipe shall be tested conveyance, control, and disposal, design and for deflection, joint displacement, and other manufacture data for the mandrel(if proposed) obstructions by mandrel test in compliance with and minimum 48-hour advance written notice of Subsection 306-1.4.8 of SSPWC. proposed testing schedule, for review by the - CONSTRUCTION MANAGER. 2. The test shall be performed not less than 30 days after conipletion of the trench backfill, but prior to PART 2—PRODUCTS - permanent resurfacing. The mandrel shall be a full circle,solid cylinder,or a rigid,non-adjustable,odd- A. MATERIALS numbered leg(9-leg minimum)steel cylinder which has been approved by the CITY as to design and The WORK of this Section includes temporary valves, manufacture and shall comply with SSPWC plugs,bulkheads,and other air pressure testing and water Subsection 306-1.4.8, referenced hereinbefore. control equipment and materials. No materials shall be used•which would be injurious to piping systems and 3. Obstructions and deflections,greater than 5 percent, future function. Air test gages shall be laboratory- encountered by the mandrel shall be corrected by the calibrated prior to the leakage test. • CONTRACTOR. PART 3—EXECUTION . . . E. HYDROSTATIC TESTING OF SEWAGE FORCEMAINS A. GENERAL • 1. Prior to hydrostatic testing, all pipelines shall be 1. Except as otherwise indicated, water for testing will flushed or blown out as appropriate. The be furnished by the CONTRACTOR and the CITY is CONTRACTOR shall test all pipelines either in sections or as a unit. No section of the pipeline shall not responsible for conveying the water to the points of use. • be tested until all field-placed concrete or mortar has • attained an age of 14 days. The test shall be made by 2. Release of water from pipelines, after testing has - closing valves when available, or by placing been completed, shall be performed in the presence temporary bulkheads in the pipe and filling the line of the CITY. slowly with water. The CONTRACTOR shall be responsible for ascertaining that all test bulkheads are 3. Testing shall be performed in the presence of the • suitably restrained to resist the thrust of the test CITY. pressure without damage to, or movement of, the adjacent pipe. Any unharnessed sleeve-type B. TESTING OF PIPE FOR LEAKAGE couplings, expansion joints, or other sliding joints shall be restrained or suitably anchored prior to the Gravity sewer pipes, and forcemain shall be tested for - test, to avoid movement and damage to piping and leakage in compliance with the requirements.of SSPWC equipment The CONTRACTOR shall provide 306-1.4. sufficient temporary air tappings in the pipelines to allow for evacuation of all entrapped air in each pipe - segment to be tested. After completion of the test, such taps shall be permanently plugged. Care shall 17 • R:SPECS\Seal Beach,City oN3oeing!limp statlun\Coniract Doe(Feb'03) • be taken to see that all air vents are open during period of testing, shall be one-half(1/2) inches for each filling. 15 minutes of testing. Repairs shall be made as directed by the Engineer whenever leakage exceeds the limits as 2. The pipeline shall be filled at a rate which will not indicated above. cause any surges or exceed the rate at which the air can be released through the air valves at a reasonable velocity and all the air within the pipeline shall be SECTION 03300 properly purged. After the pipeline or section thereof has been filled, it shall be allowed to stand under a CAST-IN-PLACE CONCRETE • slight pressure-for at lease 24 hours to allow the escape of air from any air pockets. During this PART I - GENERAL • period, bulkheads, valves, and connections shall be examined for leaks. If leaks are found, corrective A. DESCRIPTION measures satisfactory to the CONSTRUCTION MANAGER shall be taken. The work of this section includes but is not necessarily limited to providing all labor,materials,tools,equipment, 3. The hydrostatic test shall consist of holding the test and incidentals and performing all work required to pressure on the pipeline for a period of 4 hours. The construct the concrete slabs, support bases and curb test pressure for sewage forcemains shall be 75 psi as required for the project. measured at the lowest point of the pipeline section being tested. The test pressure for yard piping shall B. RELATED WORK SPECIFIED ELSEWHERE be as shown or specified on the Piping Schedule measured at the lowest point of the pipeline section I. Section 02640—PVC Pipe being tested. All visible leaks shall be repaired in a manner acceptable to the CONSTRUCTION 2. Section 03600—Grout MANAGER. 3. Section 07920=Joint Filler and Sealants 4. The maximum allowable leakage for sewage forcemains shall be 20 U.S. gallons per inch of 4. Section 09810—Polyvinyl Chloride System diameter per mile of pipe per 24 hours for pipe with (PVC Liner) rubber-gasketed joints. In the case of pipelines that fail to pass the prescribed leakage test, the C. REFERENCE STANDARDS (Latest Edition of CONTRACTOR shall determine the cause of the the Following) • leakage, shall take corrective measures necessary to repair the leaks,and shall again test the pipelines. 1. ACI 301 "Specifications for Structural Concrete for Buildings" F. TESTING OF MANHOLES 2. AD 315 "Manual of Standard Practice for Detailing Reinforced Concrete Manholes shall be hydrostatically tested for leakage after Structures" installation, but prior to being backfilled. Prior to hydrostatic testing,manholes shall be visually inspected - 3. ACI 318 "Building Code Requirements for for leaks. Leaks or cracks shall be repaired prior to Reinforced Concrete" • hydrostatic testing. Pipes entering the manhole shall be sealed at a point outside the manhole walls so as to D. SUBMITTALS include testing of the pipe/manhole joints. 1. Concrete Mix Design The manhole shall be filled with water to an elevation of Submit concrete mix design for each design mix of 1-foot below the start of the cone section, but to a concrete to CITY for approval prior to construction. maximum depth of 20 feet. The water shall stand in the Mix designs shall include individual material manhole for a minimum of one hour to allow the concrete weights, certifications of material properties to reach maximum absorption. After one hour, the including admixtures and combined aggregate CONTRACTOR shall refill the manhole to the original gradation. depth and the drop-in water surface shall be recorded after a period of two(2) minutes for each foot of water depth. The maximum allowable drop-in water surface, for the 18 R:SPECS\Seal Beach,City oflBoeing Pump Station\Contract Doc(Fcb'03) • • 2: Shop Drawings -- B. MATERIALS Submit drawings detailing the fabrication, bending 1. Reinforcing Steel Bars and placement of all reinforcing steel.Shop drawings shall also indicate wall sleeve, insert, wall pipe, Reinforcing Steel Bars shall be Grade 60. anchor bolt' and wall opening locations. Reinforcement and accessory details shall comply 2. Admixtures with ACI 315. .Shop drawings will be reviewed for a. General design concept only. 3. Mill Test Reports 1. Delete first sentence of second paragraph of Subsection 201-1.2.4(a) of the SSPWC. Certified mill test reports shall accompany Samples of admixtures will not be required reinforcing steel deliveries and be submitted to unless otherwise requested by CITY. CITY. 2. All admixtures used shall be compatible with each other and from the 'same 4. Samples for Testing - manufacturer and shall only be used as The CITY reserves the right to take samples from the authorized by the CITY. material delivered to the site for testing per Sections 4-1.4 and 201-2.5 of the SSPWC. b. Fly Ash E. PRODUCT DELIVERY. STORAGE AND Use only Class F Fly Ash per Subsection 201- HANDLING 1.2.5(b) of the SSPWC. 1. Store cementitious materials in dry, weather tight c. Calcium Chloride properly ventilated containers. Delete Subsection 201-1.2.4(d) of the SSPWC. 2. Aggregate storage piles shall afford good drainage, Admixtures containing calcium chloride will not preclude inclusion of foreign matter, and preserve be allowed. gradation. • 3. Joint Fillers and Sealants 3. Ship reinforcing steel to jobsite properly bundled and tagged to facilitate identification. Conform to Section 201-3 of the SSPWC except as otherwise specified. 4. Store reinforcing steel above ground onplatforms or other supports and protect from weather with suitable 4. Vapor Barrier Sheet covering. Sheet shall be composed of black polyethylene film 5. Carefully unload and handle reinforcing steel to - extruded and bonded to waterproof,fiber-reinforced avoid bending or kinking. Reinforcing steel with paper made of two sheets of kraft paper laminated bends or kinks not shown on Drawings will be with asphalt and reinforced with glass fibers in two rejected and shall be removed from jobsite. Do not directions. Sheet shall have 0.10 perm rating. rebend damaged reinforcing steel. 5. Granular Protection Sheet PART 2—PRODUCTS Sheet shall be composed of two sheets of'craft paper laminated with asphalt and reinforced with glass A. GENERAL fibers in two directions or two sheets of 4 mil polyethylene film laminate reinforced with glass - Conform to Sections 201 "Concrete,Mortar,and Related fibers in two directions. Material?! 204-1 "Lumber and Plywood" of the SSPWC except as otherwise'shown on the Drawings or 6. Liquid Floor Sealer described herein. Floor sealer shall be a silicate compound with a non- acid penetrating agent. Use "Cure-Hard" as manufactured by W.R. Meadows, Inc. or "Magic Kote Cure & Hard" as manufactured by Symons Manufacturing Company or equal. • 19 R:SPECS\Seal Beach,City otBueing Pump Sution\Contract Doc(Feb'03) • • • • • 7. Epoxy Injection Adhesive 3. Verify that there is sufficient manpower, equipment Material for repair of cracks shall be a two and concrete on hand to complete each section of component,moisture insensitive, 100 percent solids, placement without unacceptable interruption. low viscosity epoxy adhesive equal to "Concresive 4. Place vapor barrier sheets under floor slabs to be Standard LVl" manufactured by Master Builders covered with finished flooring and where indicated Technologies or "Sikadur 35 Hi-Mod LV" on the drawings. manufactured by Sika Corp. 5. Place sand layer and granular protection sheet under floor slabs where shown on the plans. 8. Epoxy Bonding Compound Material for bonding new concrete to existing C. REINFORCING concrete and for coating of surfaces to be repaired1. Reinforcing bars may be moved over one bar shall be a two component, 100 percent solids, moisture insensitive epoxy bonding liquid or paste diameter maximum to avoid interference with other adhesive equal to "Concresive" manufactured r 32" CITY shall approve moving reinforcing bars more manufactured by Sika Corp. • than one bar diameter to avoid interferences. 2. Use plastic coated or stainless steel accessories for 9. Bonding Grout concrete surfaces exposed to weather or to view in Material for coating of surfaces to be repaired shall the finished structure. be a Portland cement grout consisting of 3. Accurately tie reinforcements at intersections with approximately 1 part cement to 1 part fine sand 16-gauge black annealed wire or with suitable clips. passing a No. 30 sieve, mixed to a consistency of Use two ties minimum per splice. Point tie wire ends thick cream. away from forms and concrete surfaces. C. MIX DESIGN D. ALLOWABLE TOLERANCES Unless otherwise shown on the Drawings or specified 1. Formed Surfaces herein all concrete shall conform to Class 560-C-3250 per Tolerances for formed surfaces shall conform to Subsection 201-1.1.2 of the SSPWC. The second sentence of Subsection 201-1.1.2 is replaced as follows: Table 4.3.1 of AC301 The exact proportions of the mix design shall be proposed 2. Slabs by the CONTRACTOR and submitted to the CITY for review and approval prior to ordering the concrete as Surfaces shall be true planes with a Finish tolerance of described in these specifications. Said mix designs shall 1/8 inch in 10 feet,as determined by 10-foot straight be based on test data of prior performance of mix designs edge placed anywhere on slab in any direction. tested within 6 months of the date of the Notice to - Proceed for this Contract. E. FINISHES PART 3—EXECUTION Interior and exterior slabs shall be finished to conform to Subsection 303-5.5.3,"Walk"of the SSPWC. A. GENERAL Conform to Section 303, "Concrete and Masonry F. JOINTS Construction"of the SSPWC except as otherwise shown on the plans or described herein. 1. General Add the following to Subsection 303-1.8.6,"Joints", B. PREPARATION of the SSPWC 1. Subgrade under slabs and footings shall be inspected 2. Construction Joints and approved by CITY prior to placing reinforcing and concrete. a. Roughen surface of all construction joints, 2. Notify CITY 24 hours minimum prior to placing including joints between slab and topping concrete. concrete, before fresh concrete is placed on or against new concrete which has set. 20 R:SPECSI Seal Beach,City of\Boeing Punt,Station\Contract Doc(Feb'03) • • b. Re-tighten all formwork prior to beginning 2. Coat aluminum items with asphalt paint prior to placement of new concrete. placing in concrete. c. Roughen by either sandblasting or using a 3. Conduits and pipes embedded in concrete shall surface retardant as described herein. comply with ACI 318, Section 6.3. Roughening shall remove a minimum of 1/8 inch of laitance film and shall expose coarse H. -FIELD QUALITY CONTROL aggregate to ensure adequate bond and, where - - - required, watertightness at all construction Testing of the concrete shall be performed in accordance joints. with Subsection 201-1.1.4,"Test for Portland Cement Concrete," of the SSPWC. d. All retarded surface mortar shall be removed within 24 hours after placing either by high I. DEFECTIVE WORK AND METHODS OF pressure water jetting or stiff brushing or - REPAIR combination of both so as to expose coarse aggregates. 1. General e. Sandblasting methods used for this operation a. All defective work shall be removed and shall be subject to the CITY's approval as well replaced or repaired to the satisfaction of the as air quality and other applicable ordinances CITY. Any work which has not been and regulations. ' constructed in accordance with the Plans and Specifications shall be considered defective. f Reinforcing steel and welded wire fabric shall be continuous across construction joints. b. Correction of defective work shall be as directed by the CITY and specified herein.No defective g. Construction joints shall be perpendicular to the work shall be patched, repaired or covered main reinforcement, and shall be in the same without prior inspection and approval of the plane in the walls and slabs. - - CITY. • - 2. Rock Pockets and Voids 3. Expansion Joints Expansion joints shall be constructed and located as a. Repair all honeycombed and other defective shown on the Drawings. Reinforcing bars or other concrete in accordance with Subsection 303- fixed metal items embedded or bonded in concrete 1.9.2,"Ordinary Surface Finish,"of the SSP W C shall not be run continuously through expansion and as described herein. joints unless otherwise shown on the drawings or b. Remove defective concrete down to sound approved in advance by the CITY concrete and clean exposed reinforcing steel. 4. Bonding to Old Concrete Chipped edges shall be perpendicular to the surface or slightly undercut to a minimum depth Roughen surface of existing concrete by sandblasting of 3/8 inch. No featheredges will be permitted. or apply epoxy bonding compound to existing concrete prior to placing new concrete. Epoxy c. All surfaces of the concrete to be repaired shall bonding compound shall be tacky at time new first be coated with either an epoxy bonding concrete is placed. Apply epoxy bonding compound compound or dampened with water and coated in strict accordance with manufacturer's with a bonding grout. recommendations. . - - - - - - d. Strike off patch to leave slightly, higher than G. INSERTS AND APPURTENANCES surrounding surface to permit shrinkage. 1. Set necessary anchor bolts, pipe -anchors, pipe e. Cure and finish to match surrounding surfaces. sleeves, wall pipes, conduits, inserts and other - appurtenances in forms accurately, true, plumb and securely to prevent dislocation during concrete placement. 21 R:SPECS\Seal Beach,City of oeing Pump Station\Contra Doc(Feb.03) - • • 3. Cracks 6. ASTM A6I5 Standard Specification for Deformed and Plain Billet-Steel a. All cracks over.01 inch in width or which are in Bars for Concrete Reinforcement water-bearing walls or which exhibit leakage shall be repaired using an epoxy injection 7. ASTM A82 Standard Specification for Cold- system. Drawn Steel Wire for Concrete Reinforcement. b. Materials, equipment and methods for epoxy injection shall be subject to CITY's approval. 8. ASTM A185 Standard Specification for Welded Steel Wire Fabric for Concrete Reinforcement. SECTION 03485 C. SUBMITTALS - PRECAST VAULT AND WET WELL The following shall be submitted in compliance with PART 1 -GENERAL SSPNC 2-5.3: A. DESCRIPTION 1. CONTRACTOR shall submit for review and approval detailed calculations and drawings, sealed 1. The CONTRACTOR shall provide precast structures by a Registered Professional Engineer in the State of ' as shown on the Drawings and as specified herein. California. 2. All precast structures shall be manufactured in a plant PART 2 -PRODUCTS especially designed for the purpose. All units shall conform to the design shown on the Drawings,and all A. DESIGN LOADS work shall be done under strict controlled supervision. Design loads shall consists of dead load,live load,impact, and in addition, loads due to water table, and any other 3. Units shall conform to the specific size requirements loads which may be imposed upon the structure. shown on the Drawings. • Live loads shall be H-20 per AASHTO. Design wheel 4. All buried sections of the precast structures shall be load shall be 16 kips plus impact. The live load shall be coated with 80 mils of coal tar epoxy. that loading which produces the maximum shears and bending moments in the structure. 5. The wet well interior shall be T-lock lined in accord with Section 09810. B. FORMS B. REFERENCE STANDARDS All forms used in placing concrete shall be of metal and sufficiently' designed and braced to maintain their 1. H-20"AASHTO" Standard Specifications for alignment under pressures of the concrete during placing. Highway Bridges with revisions. C. CONCRETE 2. SS-S-00210 Federal Specification (GSA - FSS) for cold applied preformed 1. Aggregates: All aggregates fine and coarse, other sealing compound. than lightweight aggregate shall conform to specifications out-lined by ASTM C33. Lightweight - 3. ASTM C33 Standard Specification for aggregates fine and coarse shall conform to the Concrete Aggregate - specifications outlined by ASTM C330. Aggregates shall be free of deleterious substances causing 4. ASTM C150 Standard Specification for -reactivity with oxidized hydrogen sulfide. Both types Portland Cement of aggregate shall be graded in a manner so as to produce a homogeneous concrete mix. All materials 5. ASTM C330 Standard Specification for are to be accurately weighed at a central batching Lightweight Aggregates for facility for mixing. Structural Concrete 22 R:SPECS\Seal Beach,City ot\Boeing Pump Station\Contract Doc(Feb'03) • • 2. Cement: All cement shall be. Portland Cement shall be as manufactured by BILCO, U.S. Foundry, conforming to ASTM C 150, Type II, Low alkali INRYCO, or approved equal. cement content shall be sufficient to produce minimum strength of 3,000 PSI, or other design , 2. The wet well access hatch shall be parkway rated, strengths required. 5'W x 5'L, 2-door, aluminum, and spring assisted. Hardware shall be 316 stainless steel and shall 3. Placing:All concrete shall be handled from the mixer include but not be limited to hinges,hold-open arms, or transport vehicle to the place of final deposit in a spring,and spring covers. Hatches shall be equipped continuous manner, as rapidly as practicable, and with extruded aluminum channel trough frames with without segregation or loss of ingredients,until (the 1'/2 inch drain coupling, flush aluminum drop approved unit operation) is completed. Concrete handles, which do not protrude above the cover, a shall be placed in layers not over two (2) feet deep. recessed padlock box and stainless steel staple sized Each layer shall be compacted by mechanical internal for a No. 6 padlock,and shall be as manufactured by or external-vibrating equipment. Duration of the BILCO,U.S.Foundry,INRYCO,or approved equal.. vibration cycle shall be limited to the time necessary to produce satisfactory consolidation without causing F. JOINT SEALING COMPOUND objectionable segregation. The joint sealing compound shall be permanently 4. Curing: For purposes of early re-use of forms, the adhesive flexible plastic material complying in every concrete may be steam cured after an initial set has detail to Federal Specification SS-S-00210 (GSA- taken place. The steam temperature shall not exceed FSS). Joint sealing compound shall be Quickseal by 160 degrees,and the temperature shall be raised from Associated Concrete Products, or approved equal normal ambient temperatures at a rate not to exceed 40 degrees per hour. G. JOINT WRAP • • The steam cured unit shall not be removed from the Exterior manhole joints shall be wrapped with cold forms until sufficient strength is obtained for the unit applied plastic film. Joint wrap shall be RUB-R-NEK,as • to withstand any structural strength is obtained for the manufactured by KT Snyder Company, or approved unit to withstand any structural strain that may be equal. subjected during the form stripping operation. After the stripping of forms_further curing by means of H. COAL TAR EPDXY COATING water spray or a Membrane Curing Compound may - - be used, and shall be of clear or white type, The exterior of the wet well shall be waterproofed with an conforming to ASTM C 309-58. 80 mil coal tar epoxy system. Material shall be KOP- COAT 300M or approved equal. D. REINFORCING STEEL I. T-LOCK LINING All reinforcing steel,including welded Wire mesh,shall be of the size and in the location as shown on the Plans. All The wet well interior shall be lined with T-lock PVC reinforcing shall be sufficiently tied to withstand any sheets complying with Section 09810. displacement during the pouring operation. All bars shall be grade 60 conforming to ASTM A 615. J. WARNING SIGN E. ACCESS HATCHES The entrance to the wet well shall be fitted with a plastic warning sign located 12 inches below the top of the access 1. The valve vault access hatch shall be parkway rated, hatch with the inscription, 8'W x 12'-6"L, 4-door, aluminum, spring assisted, with removable beams as required. Hardware shall "PERMIT REQUIRED CONFINED SPACE be 316 stainless steel and shall include, but not be VENTILATED BEFORE ENTERING" limited to hinges,hold-open anus,springs,and spring covers. Hatches shall be equipped with extruded in clear letters, no smaller than '/2 inches in height. The , aluminum channel trough frames with 1''A-inch drain sign shall be attached to the concrete with four Type 316 coupling,flush aluminum drop handles,which do not stainless steel screws and anchors. protrude above the cover,a recessed padlock box and . stainless steel staple sized for a No. 6 padlock, and 23 R:SPECS\Seal Beach,City of'Boeing Pump Station\Contact Doc(Feb'03) • • PART 3 -EXECUTION Documents, unless another type is specifically referenced. A. FIELD PREPARATION b. Cement Grout. The CONTRACTOR shall prepare a hole large enough to accommodate the outside dimension of the structure as c. Epoxy Grout. shown on the Drawings. Prior to setting, the CONTRACTOR shill provide base material as shown on B. RELATED WORK SPECIFIED ELSEWHERE the Contract Drawings to receive the unit. The base material shall be compacted and graded level and at Section 03300, Cast-in-Place Concrete • proper elevation to receive the structure in relation to the conduit grade or ground cover requirements as designated C. REFERENCE SPECIFICATIONS,CODES,AND in the Plans. STANDARDS B. INSTALLATION I. • Specifications, codes, and standards shall be as specified in Section 03300, Cast-in-Place Concrete, 1. Precast concrete structures shall be installed in strict and as referred to herein. conformance with the manufacturer's written instructions, or a well-compacted foundation. 2. Without limiting the generality of other requirements of these Specifications,all work specified herein shall 2. T-lock PVC liner shall be installed in accordance conform to or exceed the requirements of the with Orange County Sanitation District Standard Building Code and the applicable requirements of the Drawing S-0S0 and applicable sections of SSPWC following documents to the extent that the provisions Section 311, and Section 09810 of these of such documents are not in conflict with the specifications. requirements of this Section; provided, that for Building Codes, the latest edition of the code, as 3. Exterior joint wrap shall be installed in accordance adopted as of the date of award by the agency having with the manufacturer's recommendations. jurisdiction, shall apply to the Work. C. INSPECTION 3. This Section contains references to the following documents. In case of a conflict between the I. Upon request,the CONTRACTOR shall provide the requirements of this Section and those of the listed Construction Manager a workman with ladder or documents, the requirements of this Section shall other safe and adequate means for inspection access. prevail.The latest edition of the following references at the time of bid shall be used: SECTION 03600 CRD C62I Corps of Engineers Specification for Non-shrink Grout GROUT ASTM C109 Test Method for Compressive PART I —GENERAL Strength of Hydraulic Cement Mortars (Using 2-in. or 50-mm A. THE REQUIREMENT Cube Specimens) 1. The CONTRACTOR shall furnish all materials for ASTM C531 Test Method for Linear Shrinkage grout in accordance with the provisions of this and Coefficient of Thermal Section and shall form, mix, place, cure, repair, Expansion of Chemical-Resistant finish, and do all other work as required to produce Mortars. Grouts, and Monolithic finished grout, all in accordance with the Surfacings requirements of the Contract Documents. ASTM C579 Test Methods for Compressive 2. The following types of grout shall be covered in this Strength of Chemical-Resistant Section: Mortars and Monolithic Surfacings a. Non-Shrink Grout. This type of grout is to be used wherever grout is called for in the Contract 24 It:SPECS\Seal Beach,City oftBoeing Puny Station\Contract Doc(Feb'03) • • ASTM C827 Test Method for Change in Height testing at 7 days,and at an earlier time period as at Early Ages of Cylindrical appropriate. Specimens From Cementitious Mixtures d. All grout,already placed,which fails to meet the requirements of these Specifications, is subject ASTM Cl 107 Standard Specification for to removal and replacement at the expense of the Packaged Dry,Hydraulic-Cement CONTRACTOR. Grout(Non-shrink) e. The cost of all laboratory tests on grout will be ASTM D696 Test.Method for Coefficient of borne by the CITY, but the CONTRACTOR Linear Thermal Expansion of shall assist the ENGINEER in obtaining Plastics - specimens for testing. However, the CONTRACTOR shall be charged for the cost of D. CONTRACTOR SUBMITTALS any additional tests and investigation on work performed which does not meet the 1. Submittals for items specified herein shall be Specifications. The• CONTRACTOR shall submitted by the CONTRACTOR and shall be in supply all materials necessary for fabricating the accordance with Division 1. test specimens, at no additional cost to the CITY. 2. Submittals shall be provided to confirm that material to be used comply with information specified herein. 2. Construction Tolerances. Construction tolerances shall be as specified in Section 03300,Cast-in-Place 3. The CONTRACTOR shall submit certified test Concrete,except as modified herein and elsewhere in results verifying the compressive strength,shrinkage, the Contract Documents. and expansion requirements specified herein; and manufacturer's literature containing instructions and PART 2—PRODUCTS recommendations on the mixing,handling,placement and appropriate uses for each type of non-shrink and •A. CEMENT GROUT epoxy grout used in the work. 1. Cement grout shall be composed of one part cement, E. QUALITY ASSURANCE two parts sand, and the minimum amount of water necessary to obtain the desired consistency. Where I. Field Tests. • needed to match the color of adjacent concrete,white • portland cement shall be blended with regular cement a. Compression test specimens will be taken during as needed. The minimum compressive strength at 28 construction from the first placement of each days shall be 4,500 psi. • type of grout, and at intervals thereafter as - - selected by the ENGINEER to insure continued 2. Cement grout materials shall be as specified in compliance with these Specifications. The Section 03300, Cast-in-Place Concrete. specimens will be made by the ENGINEER or its representative. B. PREPACKAGED GROUTS b. Compression tests and fabrication of specimens 1. Non-shrink grout. for cement grout and non-shrink grout will be• performed as specified in ASTM C109 at a. Non-shrink grout shall be a prepackaged, intervals during construction as selected by the inorganic, non-gas liberating, non-metallic, ENGINEER.A set of three specimens total will cement-based grout requiring only the addition be made for testing at 7 days, 28 days,and at an of water. Manufacturer's instructions shall be additional time period as appropriate. printed on each bag or other container in which • the materials are packaged. The specific c. Compression tests and fabrication of specimens formulation for each class of non-shrink grout for epoxy grout will be performed as specified in specified herein shall be that recommended by ASTM C579, Method B, at intervals during - the manufacturer for the particular application. construction as selected by the ENGINEER. A set of three specimens total will be made for • 25 R:SPECS\Seal Beach,City oftBoeing Pump Station\Contact Doc(Feb'03)' • • b. Class A non-shrink grouts shall have a minimum c. The mixed epoxy grout system shall have a 28 day compressive strength of 5000 psi, shall minimum working life of 45 minutes at 75 • have no shrinkage(0.0 percent)and a maximum degrees F. 4.0 percent expansion in the plastic state when tested in accordance with ASTM C827,and shall d. The epoxy grout shall develop a compressive have no shrinkage(0.0 percent)and a maximum strength of 5000 psi in 24 hours and 10,000 psi of 0.2 percent expansion in the hardened state in seven days when tested in accordance with when tested in accordance with CRD C621. ASTM C579, Method 13. There shall be no shrinkage (0.0 percent) and a maximum 4.0 c. Class B non-shrink grouts shall have a minimum percent expansion when tested in accordance 28 day compressive strength of 5000 psi and with ASTM C827. shall meet the requirements of CRD C621. e. The epoxy grout shall exhibit a minimum d. Application. effective bearing area of 95 percent. This shall be determined by a test consisting of filling a 2- 1. Class A non-shrink grout shall be used for inch diameter by 4-inch high metal cylinder the repair of all holes and defects in mold covered with a glass plate coated with a concrete members which are water bearing, release agent. A weight shall be placed,on the and at all locations where grout is specified glass plate.At 24 hours after casting,the weight in the Contract Documents; except, for and plate shall be removed and the area,in plan, those applications where Class B non-shrink of all voids shall be measured.The surface of the grout and epoxy grout are specified herein. grout shall be probed with a sharp instrument to Class A non-shrink grout may be used in locate all voids. place of Class B non-shrink grout for all applications. f. The peak exotherm of a 2-inch diameter by fl- inch high cylinder shall not exceed 95 degrees F 2. Class B non-shrink grout shall be used for when tested with 75 degree F• material at the repair of all holes and defects in laboratory temperature. The epoxy grout shall concrete members which are not water- exhibit a maximum thermal coefficient of 30 x bearing and not in contact with soil or other 10-6 inches/inch/degree F when tested according - fill material, grouting under all base plates to ASTM C531 or ASTM D696. for structural steel members, and grouting railing posts in place. g. Application.Epoxy grout shall be used to embed all anchor bolts and reinforcing steel required to 2. Epoxy Grout. be set in grout, and for all other applications required in the Contract Documents. a. Epoxy grout shall be a pourable,non-shrink, 100 percent solids system.The epoxy grout system C. CURING MATERIALS shall have three components: resin, hardener, and specially blended aggregate,all premeasured Curing materials shall be as specified in Section 03300, and prepackaged.The resin component shall not Cast-in-Place Concrete, for cement grout and as contain any non-reactive diluents. Resins recommended by the manufacturer of prepackaged grouts. containing butyl glycidyl ether (BGE) or other highly volatile and hazardous reactive diluents D. CONSISTENCY are not acceptable. Variation of component ratios is not permitted unless specifically The consistency of grouts shall be that necessary to recommended by the manufacturer. completely fill the space to be grouted for the particular Manufacturer's instructions shall be printed on application.Dry pack consistency is such that the grout is . each container in which the materials are plastic and moldable but will not flow.Where"dry pack" packaged. is called for in the Contract Documents it shall-mean a grout of the above described consistency;the type of grout b. The chemical formulation of the epoxy grout to be used shall be as specified herein for the particular shall be that recommended by the manufacturer application. for the particular application. 26 R:SPECS\Seal Beach,City ofBoeing Pump Station\Contract Doc(Feb'03) • • •E. MEASUREMENT OF INGREDIENTS of such documents are not in conflict with the 1. Measurements for cement grout shall be made requirements of this Section; provided, that for accurately by volume using containers. Shovel Building Codes, the latest edition of the code, as measurement shall not be allowed. adopted as of the date of award by the agency having jurisdiction, shall apply to the Work. 2. Prepackaged grouts shall have ingredients a. American Society for Testing and Materials measured .by means recommended by the (ASTM),specifications as referred to herein. manufacturer. b. American Welding Society (AWS) "Structural PART 3—EXECUTION • Welding Code-Steel" (AWS D1.1) which includes qualification procedures for welders. A. GENERAL - • 1. All surface preparation, curing, and protection of c. American Institute of Steel Construction(AISC) cement grout shall be as specified in Section 03300, 'Specifications for the Design,Fabrication,and Cast-in-Place Concrete. The finish of the grout Erection of Structural Steel for Buildings", and surface shall match that of the adjacent concrete. "Commentary on the AISC Specification". 2. The manufacturer of Class A non-shrink grout and d. American Iron and Steel Institute (AISI) epoxy grout shall provide on-site technical assistance "Specifications for the Design of Cold-Formed upon request,at no additional cost to the DISTRICT. Steel Structural Members",and"Commentary on the AISI Specification". 3. All mixing, surface preparation, handling, placing, consolidation, and other means of execution for e. Occupational Safety and Health Administration prepackaged grouts shall be done according to the (OSHA)Regulations.instructions and recommendations •of the manufacturer. f. Aluminum Association "Specifications for Aluminum Structures" and "Engineering Data B. CONSOLIDATION for Aluminum Structures". • Grout shall be placed in such a manner, for the - 2. References herein to "Uniform Building Code" or consistency necessary for each application,so as to assure UBC shall mean the Uniform Building Code of the that the space to be grouted is completely filled. International Conference of Building Officials (ICBO).The latest edition of the codes,as adopted as of the date of award by the agency having SECTION 05500 jurisdiction, shall apply to the Work herein. MISCELLANEOUS METALWORK D. CONTRACTOR SUBMITTALS PART 1—GENERAL 1. Submittals for items specified herein shall be submitted by the CONTRACTOR and shall be in A. THE REQUIREMENT accordance with SSPWC Section 2-5.3. The CONTRACTOR shall furnish, fabricate, and install 2. Submittals shall be provided to confirm that material miscellaneous metalwork and appurtenances, complete, to be used comply with information specified herein. all in accordance with the requirements of the Contract Documents. 3. Shop drawings of all miscellaneous metalwork shall be submitted for review. B. REFERENCE SPECIFICATIONS.CODES AND STANDARDS 4. Wherever power-driven pins will be utilized for • anchorage or support, complete information 1. Without limiting the generality of other requirements describing pin capacity, connections, and proposed of these Specifications,all work specified herein shall use locations shall be furnished to the ENGINEER conform to or exceed the requirements of the for review. Building Code and the applicable requirements of the . following documents to the extent that the provisions 27 • R:SPECS\Seal Beach,City ot'Boeing Pump Station\Contract Doc(Feb'03) • • 5. An ICBO ES evaluation report providing the ultimate 3. Unless otherwise required, all bolts, anchor bolts, load capacity in tension and shear for each size and concrete anchors, and nuts which are buried,within type of concrete anchor used shall be submitted for wet well,submerged,or are used to connect stainless review, steel, non-ferrous metals or fiberglass reinforced plastic to the same or any other material, shall be PART 2—PRODUCTS made of Type 316 stainless steel. A. GENERAL REQUIREMENTS 4. Expansion and wedge anchors are not allowed. 1. All structural steel shapes, plates, bars, and their 5. Where adhesive anchors and epoxy grout are used, products shall conform to the requirements of ASTM ICBO ES evaluation report shall be submitted to A36. Structural steel members shall be constructed confirm capacity. entirely of Type 316 stainless steel where indicated. PART 3—EXECUTION • •2. Unless otherwise indicated in the Contract Documents, miscellaneous "steel" metalwork of A. FABRICATION AND INSTALLATION fabricated steel, which will be used in a corrosive REQUIREMENTS environment such as the wet well,buried,submerged in water/wastewater and/or indicated in the Contract I. Fabrication and Erection. Documents shall be stainless steel. All other Except as otherwise shown, the fabrication and miscellaneous steel metalwork shall be hot-dip erection of structural steel shall conform to the galvanized after fabrication as specified herein. requirements of the American Institute of Steel Construction"Manual of Steel Construction". 3. Unless otherwise shown, stainless steel metalwork shall be of Type 316 stainless steel and shall not be 2. Manufactured metalwork items specified herein shall galvanized. be installed according to the nianufacturer's instructions and recommendations. 4. Unless otherwise shown, aluminum metalwork shall be of Alloy 6061-T6. Aluminum in contact with B. WELDING concrete, masonry, wood, porous materials, or dissimilar metals shall have contact surfaces coated 1. All welding shall be by the metal-arc method or gas- with a Protective Coating(s). shielded arc method as described in the American Welding Society's "Welding Handbook" as 5. Unless otherwise shown,iron castings shall conform supplemented by other pertinent standards of the to the requirements of ASTM A48, Class 30B or AWS.Qualification of welders shall be in accordance. better. with the AWS Standards governing same. B. BOLTS AND CONCRETE ANCHORS 2. In assembly and during welding,the component parts shall be adequately clamped, supported and 1. For all locations bolts, concrete anchors, anchor restrained to minimize distortion and for control of bolts, nuts, and washers shall be Type 316 stainless dimensions.Weld reinforcement shall be as specified steel. Threads shall be Coarse Thread Series by the AWS Code. Upon completion of welding,all conforming to the requirements of the American weld splatter,flux,slag,and burrs left by attachments Standard for Screw Threads for all bolts and nuts. shall be removed.Welds shall be repaired to produce a workmanlike appearance, with uniform weld 2. Adhesive capsule anchors shall be two-part stud and contours and dimensions. All sharp corners of capsule chemical resin anchoring system. Capsules material which is to be painted or coated shall be shall contain premeasured amounts of polyester or ground to a minimum of 1/32-inch on the flat. • vinyl ester resin,aggregate and a hardener contained in a separate vial within the.capsule.Stud assemblies shall consist of an all-thread anchor rod with nut and washer. Minimum depth of embedment shall be 8 times the diameter of the bolt. 28 R:SPECS■Seal Beach,Coy ol\Boeing Pump Station\Contract Doc(Feb'03) • • SECTION 09810 the use of flat liner sheets will be permitted only with POLYVINYL CHLORIDE LINING SYSTEM prior approval from the ENGINEER. (PVC LINER) B. PHYSICAL PROPERTIES PART 1 —GENERAL 1. Liner Product.Plastic liner sheets,joint,comer,and weld strips shall be manufactured from a high A. THE REQUIREMENT molecular weight polyvinyl chloride resin and other ingredients compounded to make a permanently 1. The CONTRACTOR shall furnish and install the flexible material suitable for use as a protective liner polyvinyl chloride lining system (PVC liner) in - in cast-in-place concrete structures, as'specified in accordance with the provisions of the Contract Section 210-2, "Plastic Liner" of the APWA Documents. Specifications. Polyvinyl chloride resin shall constitute not less than 99 percent of weight of the B. RELATED WORK SPECIFIED ELSEWHERE resin used in the formulation.Copolymer resins shall not be permitted. 1. Section 03300,Cast-in-Place Concrete • 2. All PVC liner material shall be white in-color. • 2. Section 03845,Precast Vaults and Wet Well 3. All liner sheets,joints, corners and strips shall have 3. Section 05500, Miscellaneous Metalwork the following physical properties at seventy-seven (77) degrees F + five (5) degrees F as defined in C. REFERENCE SPECIFICATIONS.CODES.AND Section 210-2 of the APWA Specifications: STANDARDS After Chemical 1. APWA Specifications Section 210-2,"Plastic Liner" ASTM Test - Exposure and Section 311-1, "Plastic Liner Installation." Property Method Initial Test(a) •2. Liner Manufacturer's standard lining installation strenstrengt gh pssi D-421-Die B 2p 2100 psi min t details. - min - D. SUBMITTALS Elongation D-412-Dic B 200% 200%min • at break min • . 1. Shop Drawings:Prior to submittal of shop drawings, Shore . Instantaneous 50-60 ±5% with the manufacturer shall approve the proposed panel durometer D2240 respect to initial layout and proposed details. The CONTRACTOR Type D test results shall then submit shop drawings showing the proposed panel layout to cover the area to be lined. Shore 10 seconds 35-50 +5%with Shop drawings shall also show the proposed details durometer D2240 respect to initial for installation of liner at seams, terminations, Type D test results corners, openings, pipe penetrations, checkerplate, weight (b) 1.5%with slide gates, etc. and the type of factory and field change - . respect to initial welds and attachments. test results 2. Fabrication of the lining shall not commence until the a. Chemical Exposure Test Requirements listed shop drawings and'materials submittals have been below. reviewed and accepted by the ENGINEER. b. Specimen shall be 1-inch x 3-inch sample sheet PART 2—PRODUCTS - thickness, taken from sheet or strip at any time prior to final acceptance of the work. A. GENERAL All PVC liner,except where shown otherwise on Contract 4. The chemical exposure test shall be conducted as Documents or on the Manufacturer's Standard Installation follows and as defined in Section 210-2 of the details, shall have integral locking extensions or ribs. APWA specifications: Where liner with locking extensions is difficult to install, - 29 R:SPECS\seal Beach,City o03oeing Pump Station\Contract Doc(Feb'03) . s • a. After conditioning to constant weight at 110-deg welding strips shall be applied by thermal welding F,tensile specimen and weight change specimen methods in the field.) shall be exposed to the following solutions for a period of 112 days at 77-deg F+/-5-deg F. 9. All plastic liner plate sheets, including locking extensions, all joint, corner, and welding strips shall Chemical Solution Concentration be free of cracks, cleavages, or other defects Sulfuric acid 20%(a) adversely affecting the protective characteristics of Sodium hydroxide 5% the material. The lining shall have good impact Ammonium hydroxide 5%(a) resistance, shall be flexible, and shall have an elongation sufficient to bridge up to one-quarter(1/4) Nitric Acid 1%(a) inch settling cracks which may occur in the structure Ferric Chloride 1% , , or in the joint after installation,without damage to the Soap 0.1% lining. The lining shall be repairable at any time Detergent(liner alkyl 0.1% during the life of the structure. benzyl sulfonate or LAS) Bacteriological BOD not less 10. All PVC liner sheets shall be 100 percent shop tested than 700 ppm for holidays or flaws using a 15,000 volt AC spark tester. Sheets having holidays or flaws shall be b. Volumetric percentages of concentrated C.P. satisfactorily repaired and retested at the grade reagents. manufacturer's plant prior to shipping.Repairs shall be made by welders' qualified in accordance with 1.) At 28-day intervals, tensile specimens and Section 331-1 of the APWA specifications. weight change specimen shall be removed from each of the chemical solutions and 11. Manufacturers:The PVC lining shall be as fabricated tested in accordance with test methods by Ameron(T-Lock), Poly-Tee or equal. indicated in table above. If any specimen fails to meet the 112-day requirements C. INSTALLATION PRODUCTS before completion of the 112-day exposure, the material shall be subject to rejection. 1. Adhesive Products: Adhesive products and application procedures used in the installation of 5. Locking extensions (T-shaped) shall be of the same plain liner sheets shall be as recommended by the material as that of the line and shall be integrally manufacturer of the liner. Adhesive products extruded to the back of each sheet. Locking intended for use inside existing and cast-in-place extensions shall be approximately 2.5 inches apart structures shall be non-flammable. and shall be at least 0.375 inches high and .085 inches thick. 2. Caulking Products: Caulking products and application procedures used in the installation of liner 6. Liner sheet locking extensions embedded in concrete and appurtenances shall be as recommended by the shall withstand a test pull of at least one(100)pounds manufacturer, Schnee, Sika-Flex 1A, Morehead per liner inch,applied perpendicularly to the concrete Permathane 7100, or equal. surface for a period of one minute,without rupture of the locking extensions or withdrawal from 3. Mechanical Fasteners:Mechanical fasteners shall be embedment.This test shall be made at a temperature power driven pins (see specification section entitled between 70°F to 80°F inclusive. Miscellaneous Metalwork)which are placed through stainless steel washers. Washer diameter shall be as 7. Liner sheets with integral locking extensions shall be recommended by the liner manufacturer except that a minimum 0.065- inch in thickness. Plain liner the minimum diameter shall be 0.75 inch. sheets shall be a minimum 0.094-inch in thickness. Joint strips shall be a minimum 0.075-inch in 4. Cleaners:Cleaners used in the installation of the liner thickness.Weld strips shall be a minimum 0.094-inch shall be as recommended by the manufacturer of the in thickness. liner. Cleaners shall be nonflammable and shall be water soluble or water dispersible and shall not be 8. Joint and welding strips shall have the same corrosion detrimental to the plastic liner. resistance as the sheet lining material. (The joint and 30 R:SPECS\Seal Beach,City oN3oeing Pww Station\Contact Doc(Feb'03) • • PART 3—EXECUTION - over the sand in sufficient quantity to coat and bond the sand to the liner. •A. GENERAL INSTALLATION e The coated sand surface shall be allowed to dry 1. General. Installation of the PVC lining shall conform thoroughly before any walking is permitted to the requirements in Section 311-1 "Plastic Liner - - thereon. Installation",of the APWA Specifications. B. INSTALLATION AT NEW SURFACES 2. Installation.Prior to installation,the CONTRACTOR shall submit to the ENGINEER the proposed layout 1. General:Liner sheet with integral locking extensions of liner sheets, including location and type of field shall be provided where shown. welds. • 2. Installation: Installation of liner sheets on the 3. Field Joints: All joints between lined pipe and lined structure forms and placement of concrete shall be structures shall be either Type C-1 or Type C-2 as made in strict conformance with the lining defined in Section 311-1 - of the APWA manufacturer's instructions and recommendations, Specifications. Unless shown otherwise, field joints , Liner shall be applied and secured to the-forms and in lined structures shall be one of the following types inspected by the ENGINEER prior to placement of defined in the APWA Specifications:Type C-1,Type reinforcing steel. PVC liner shall be provided as C-2,or Type C-3. shown on the Drawings, 4. Field Welding and Testing:Field welding and testing 3. Liner Returns: A liner return shall be installed of the lining in structures and between pipe and wherever surfaces lined with plastic liner joint structures shall be made in strict conformance with surfaces that are not so lined. Locking extensions the lining manufacturer's instructions and shall be provided on returns to lock the returns to the recommendations.All field welds shall be tested for concrete.Each liner return shall be sealed to adjacent holidays or flaws. The surface of the liner shall be construction with it is in contact by means of a cleaned to permit visual inspection and spark testing compound recommended by the lining manufacturer. using a 15,000 Volt AC spark tester. All areas of liner plate failing to meet the field test shall be 4. Application of Plain Liner: Plain liner shall only be satisfactorily repaired and retested.All tests shall be approved for use in new construction where liner performed by the CONTRACTOR in the presence of with locking extensions is difficult to install such as the ENGINEER or his representative. Notify at benches and channel inverts. Where plain liner is ENGINEER at least 24 hours in advance of test approved by ENGINEER for use,the liner plate shall schedule. be applied to concrete surfaces by means of adhesive . unless shown otherwise on Contract Documents.The 5. Non Skid Surfaces: application procedure including cleaning and priming of the concrete surface shall be as recommended by a. All surfaces of liner shown on.the Plans to be the manufacturer. non-skid, shall be treated as follows: C. TYPICAL INSTALLATION DETAILS b. - After all corner and welding strips have been installed, the surface of the liner shall be I. General: The proposed installation details shall be cleaned, dried, and sprayed with adhesive submitted in the shop drawings and referenced in the coating recommended by the manufacturer of the proposed panel layout. The standard details of liner. Ameron, the first named manufacturer, are incorporated by reference herein. The c. The surface shall then be liberally sprinkled with CONTRACTOR may submit,for approval,substitute clean, dry, well graded sand, all of which will details that equal or exceed the specified pass a No. 30 sieve but be retained on a No. 70 requirements. sieve. - 2. Standard Details: The standard details required for d. After the sanded surface has thoroughly dried, typical installation shown on OCSD Standard all excess sand shall be brushed away and a seal Drawing S-050. The referenced details represent the coat of the adhesive coating shall be sprayed 31 R:SPECS\Seal Beach,City of\Boeing Puny Station\Contract Doc(Feb'03) • • • • minimum installation requirement for a described 2. Also included is the work of furnishing and installing installation condition. pipe identification and flow arrow markers on all pipelines. 3. Supplemental Installation Requirements: The standard details shown on OCSD Standard Drawing 3. Electrical motor control centers, small ventilating S-050 are supplemental and/or qualified by the fans, water coolers and other small equipment with requirements herein. factory finish are not given a field coat unless specifically stated. a. Existing Corners. The CONTRACTOR may utilize square edged corners, as shown, or the B. WORK NOT INCLUDED • rounded seamless corners, similar.to those shown, with the surface preparation specified , Painting will not be required of the following surfaces. herein. Surface preparation for: a) Outside corners shall be ground smooth to a 1-inch - 1. Aluminum products radius,including both edge of existing chamfers, and b)Inside corners shall have 2-inch chamfers 2. Plastics including FRP,polypropylene,PVC piping, installed of non-shrink grout. - etc. b. Existing Slab Openings with Metal Frames. 3. Stainless steel Compress I/2-inch minimum of liner between existing frame and new compression frame.New 4. Galvanized compression frame to be 316 stainless steel 1-1/2 x 1-1/2 x 1/4 inch angle, connected at 8 inches 5. Items prefinished by the manufacturer such as on-center with 3/8-inch Type 316 stainless steel electrical motor control centers, small ventilating adhesive anchors. Caulk frame interface/liner fans,and other small equipment with factory finish. termination. C. SUBMITTALS c. Existing Slab Openings without Metal Frames. Extend liner through face of opening onto top of 1. Submit samples,manufacturer's standard color cards, slab or curb and cap with 2-inch angle strip as certification and manufacturer's product literature of shown for alternate on soffit/opening interface. all materials prior to commencing work on the site. • Compress liner on top of slap or curb with pump sole plate or pipe flange as applicable. 2. The CONTRACTOR shall provide at the site a set of commercially prepared metal blast cleaning samples d. Liner Termination on Existing Vertical Wall.In for use in comparing field results with standard SSPC lieu of termination strip, fasten liner with a 316 surface preparation numbers as listed in this section. stainless steel 1-1/2 x 1-1/2 x 1/4 inch angle, connected at 8 inches on-center with 3/8-inch 3. The paint manufacturer shall submit on his own 316 stainless steel adhesive anchors. letterhead a list of the specific types of paints and finishes that will be provided, with a statement that the products are suitable for the purpose intended and SECTION 09900 that they comply with the Specifications. PAINTING 4. Obtain from the manufacturer and submit to the PART 1 -GENERAL CITY for approval materials and instructions for the touch-up of all shop applied coatings of items of work provided under other sections of these A. DESCRIPTION specifications. 1. The work of this section includes providing all labor, D. REFERENCE STANDARDS materials, tools and equipment and performing all tasks required to provide complete painting of the 1. SSPC "Steel Structures Painting Council" required surfaces as shown on the plans and described herein. 2. ANSI "American National Standards Institute" 3. ASA "American Standards Association" 32 R:SPECS\Seal Beach,City of Boeing Puny Slalion\Convect Doe(Feb'03) • • 4. OSHA "General Industry Safety Orders"issued by 2. Cooperate with all trades whose work comes in the State Division of Industrial Safety contact with work to be done under this section, providing such information or applications as may be E. DELIVERY STORAGE AND HANDLING required by other trades to assure proper project continuity. 1. Deliver all materials in manufacturer's original unbroken containers,package or wrappings,bearing 3. It shall be the responsibility of the CONTRACTOR the manufacturer's brand and name and a description to coordinate work so that shop primed items are of the contents. primed and painted with compatible coatings from the same manufacturer. 2. Do not bring to the work or site any paint container bearing the label of any material that has not been , PART 2-PRODUCTS approved by the CITY. A. PAINT MATERIALS 3. Keep the space used for storage of equipment and material in a clean and orderly condition. Keep all - All materials,except specified specialty items,shall be the waste and paint rags in metal containers, tightly products of one manufacturer, providing all materials covered and safely dispose of them at the end of each necessary to produce a complete painting job as shown on working day. Take precaution to avoid fire. Provide the schedules and specified herein. an approved type of fire extinguisher immediately outside each paint storage area. B. PAINT MANUFACTURERS F. REGULATORY REQUIREMENTS Tnemec Company, Inc. product is listed as acceptable • product in the following schedule of paint systems. The All paint products, solvents, application methods and products of other manufacturers such as the following may disposal of waste shall conform to all applicable air • also be provided for use subject to review and approval by quality, OSHA and hazardous waste regulations. the CITY: G. SITE CONDITIONS Dunn-Edwards Indurall Coatings, Inc. 1. Do not apply paints during inclement weather or if Sinclair Paint Company surfaces are not dry,nor if they can not be protected Ameron Coating Products from inclement weather after application until the paint is dry. C. PAINT COLORS 2. Provide adequate illumination in enclosed areas. All colors shall be as selected by the CITY and/or required by OSHA from a color schedule of the 3. Provide adequate ventilation in enclosed areas. - - • manufacturer's standard colors submitted to the CITY, unless otherwise specified. No variation shall be made 4. Maintain interior temperature of rooms at 70°F or without the CITY's approval. higher where varnish, lacquer or enamel are being • applied and at 50°F or higher during other painting D. PIPE IDENTIFICATION AND FLOW and finishing. Do exterior painting only when air MARKERS temperature is 40°F or higher and only during dry weather. Markers shall conform to ASA Specification A13. H. COORDINATION PART 3-EXECUTION 1. All items of work of other sections of these A. GENERAL specifications that normally come completely coated • from the manufacturer or the shop,shall be reviewed 1. It is intended that all ferrous metal items shall be with the Agency, prior to order and delivery, for shop primed and field finish coated unless otherwise acceptance of the coating system proposed. noted. 33 R:SPECS\Seal Beach,City oPBocing Puny Station\Contract Doc(Feb'03) 2. Surfaces of equipment items including pumps, 2. Wood motors, blowers, drives, etc., which have a factory finish coating shall be given a minimum of one (1) a. Wood surfaces shall be prepared for painting by field coat of the required type and color after removing all cracked or peeled paint, loose installation chalky paint, dirt, and other foreign matter by wire brushing, scraping, sanding, or other 3. Prime coats and surface preparation specified herein approved means immediately prior to painting. will not be required on items delivered with prime or All surfaces shall be wiped or dry brushed to shop coats already applied and still in a condition remove any dust or chalky residue that may satisfactory to the CITY and whose prime coating is result from cleaning operations. All wood compatible with the finish coating. designated to be painted shall be thoroughly dry - - - before paint is applied. 4. All exposed piping shall be color painted as selected by the CITY. - b. Putty or spackle all open joints and nail holes in woodwork. B. -EXAMINATION D. SURFACE PREPARATION - METAL 1. Examine all surfaces scheduled or specified to be SURFACES finished under this section, and if any defects or discrepancies are discovered, notify the CITY in 1. Clean all painted metal surfaces of all dust, grease, writing of the specific conditions. Verify that all rust and scale, using benzene, steel wool and wire such defects have been corrected. brushes. Clean damaged areas of factory applied priming coats and repaint with metal primer. 2. Test surfaces for moisture before beginning application with approved moisture meter. No 2. Metal surfaces of unprimed material,equipment and surface shall exceed 13 percent in moisture content. items where corrosion is apparent, shall be blast cleaned before being primed or reprimed. C. SURFACE PREPARATION - NON-METAL SURFACES 3. All welds on exposed structural members, and any weld of unacceptable workmanship,must be ground 1. Concrete and Masonry smooth and all grindings and other residue resulting from this operation removed completely from all a. Spackle concrete to the extent that will provide, surfaces. Remaining welds shall be thoroughly on application of the specified coats of paint, chipped,brushed and cleaned using power tools with surfaces which will be free of easily coarse grade sanding discs and field primed. recognizable blemishes. 4. All cleaned unpainted metal shall be prime coated,as b. All concrete surfaces to be coated shall be clean specified, immediately after cleaning to prevent new and dry. "Dry" is defined for new concrete as rusting or oxidation of cleaned surfaces. free of moisture and fully cured, which is a minimum of 28 days at 75°F and 50 percent 5. All equipment shop primed shall be cleaned of relative humidity or some equivalent cure time at grease, oil and other contaminants prior to field top other conditions. All oil,grease,dirt,etc., shall coating. be removed either by steam cleaning with - - detergent or by scrubbing with a strong 6. All steel surfaces shall be prepared as designated by commercial type detergent and flushing with the Steel Structures Painting Council surface Water. All chemical contamination shall be preparation number (SSPC-SP No.) in the "Coating neutralized and flushed. Systems"of this Specification and as outlined below. c. Areas where the aggregate is exposed or holes a. SSPC-SP 1 Solvent Cleaning • exist shall be filled with iron-free materials compatible with the coating specified. The Remove all dirt, oil, grease and foreign matter manufacturer's recommended application with solvents or commercial cleaners using instructions shall be observed. various methods of cleaning such as wiping, dipping, steam cleaning or vapor degreasing. 34 R;SPECS\Seal Beach,Ciiy olAeoeing Puny SuiionAConnact Doc(Feb'03) • Oil and grease removal by solvent cleaning is CITY. Use of thinners at any time must have the included in all other SSPC Surface Preparation - approval of the CITY.All coatings shall be applied in Specifications. SSPC-SP 1 will not be cited accordance with the most recent written application separately for the other specifications. instructions from the manufacturer,by conventional • or airless spray wherever possible. The application b. SSPC-SP2 Hand Tool Cleaning shall leave no sags,brush marks.or other defects. • • Remove all loose rust and mill scale by hand 2. Employ only experienced and competent mechanics. wire brushing, scraping, chipping or sanding. Assume all responsibility for the work,and repair all damage to the painting work by whomsoever caused. c. SSPC-SP3 Power Tool Cleaning Remove all loose rust and mill scale by , 3. Mix only in a designated•space at the site. Provide mechanical means such as power sanders, wire galvanized steel pans in which all mixing pails or • brushes, chipping, hammers, abrasive grinding barrels shall be kept. No mixing will be permitted wheels or needle guns. outside the pans. d. SSPC-SP5 White Metal Blast Cleaning • 4. Allow exterior paints and finishes to dry at least 48 Remove all visible rust, mill scale, paint and hours between coats. Allow interior paints to dry at least 24 hours between coats. Allow enamels, foreign matter by compressed air nozzle • lacquers and varnishes to dry at least 48 hours blasting, centrifugal wheels or other specified • between coats. Sand lightly between coats with No. • methods,leaving an overall,uniform gray-white- - 00 sandpaper and dust well before succeeding coat is metallic appearance. applied. Allow additional drying time if conditions warrant, to assure that all coats are perfectly dry e. SSPC-SP6 Commercial Blast Cleaning before applying succeeding coats. Remove at least two-thirds of all visible rust, • mill scale,,paint and other foreign matter from 5. Cleaning and painting shall be scheduled so that dust each square inch of surface by compressed air - - and other contaminants from the cleaning process nozzle blasting, centrifugal wheels or other will not fall on wet,newly painted surfaces. specified methods. • 6. All painting shall conform to the following general f SSPC-SP7 Brush-Off Blast Cleaning conditions: Remove all loose rust, mill scale, paint and a. The dry film thickness of each coat and of the foreign matter from the surface by compressed entire system shall follow the manufacturer's • air nozzle blasting, centrifugal wheels or other recommendations. Number of coats specified specified methods. shall be a minimum to achieve the film thickness. g. SSPC-SP8 Pickling Remove all rust,mill scale and foreign matter by b. Coverage rates are theoretical as calculated by - chemical reaction or electrolysis in acid the coating manufacturer and are,therefore,the solutions to a degree of cleanliness similar to maximum allowable. SP5, White Metal Blast Cleaning. c. All equipment shall be maintained in good h. SSPC-SP 10 Near-White Metal Blast Cleaning working order and shall be comparable to that Remove approximately 95 percent of all visible - described in the manufacturer's most recent rust,mill scale,paint and other foreign material Application Instructions. Egmpmenl shall be from each square inch of surface by compressed thoroughly cleaned and inspected daily. Worn air nozzle blasting, centrifugal wheels or other spray nozzles, tips, etc. shall be replaced regularly.- Effective oil and water separators specified methods. - shall be used and serviced on all air lines. • E. APPLICATION • d. Except where otherwise specified,thinning shall 1. Use all material in accordance with the directions of be done only if necessary for the workability of the manufacturer, subject to the approval of the the coating material and then only in accordance 35 R:SPECSI Seal Beach,City ofBoeing Pump Station\Contact Doc(Feb'03)• • • with the manufacturer's most recent printed Flags,barriers or signs located at control valves• Application Instructions. or power switches of equipment being repaired. F. COLORS f. BLACK AND WHITE - Traffic and Housekeeping Areas (May be used either alone 1. Undercoats or in check or stripe combinations). Primer and undercoat shall be of approximate shade 1. Aisle ways and directional signs. of final coat, but each shall be of slightly different tint. 2. Floor areas around safety equipment. 3. Location of refuse areas. 2. OSHA Drinking water and food dispensing OSHA safety colors in accordance with ANSI Z53.I equipment. shall be used for marking physical hazards and safety equipment and locations. The following OSHA g. SAFETY PURPLE:Radiation Hazards Safety Color Usage Guide will be used in determining the coating color and type of marking Storage areas, containers or equipment. required. G. FINISH a. SAFETY RED -Fire,Danger, Emergency 1. Finished surfaces shall be uniform in finish and color 1. Fire protection equipment, fire hose boxes, and free of brush marks, sagging, crazing and other extinguishers,sprinkler piping. imperfections. 2. Exit signs. 2. Edges of paint or finish adjoining other materials or 3. Portable containers of flammable liquids colors shall be sharp and clean without overlapping. (identified by striping or lettering in yellow against red background). 3. Finish to match adjacent work,all returns,edges and 4. Emergency stop buttons,bars or switches. recesses which will be exposed in the finished work and which will be seen from any angle. Finish with b. SAFETY ORANGE flat gray-black paint all surfaces situated behind grilles or any other form of construction which will 1. Gear box housings. permit the surface to be seen from any angle, 2. Exposed edges of pulleys, gears,etc. including interior duct surfaces. 3. Safety starting buttons. H. PROTECTION AND CLEAN-UP c. SAFETY YELLOW- Physical Hazard Caution 1. The CONTRACTOR shall be responsible for the (Generally used with Black in checks or stripes). cleanliness of his operations, using covers and masking tape to protect the work wherever such 1. Unguarded edges of platforms. covering is necessary,or if so requested by the CITY. 2. Elevator door edges. Any paint spoiling unpainted surfaces or surfaces painted a different color shall be carefully removed 3. Pully blocks. without damage to any finished paint. If damage 4. Material handling equipment. does occur, the entire surface adjacent to and including the damaged area shall be repainted d. SAFETY GREEN - Safety Equipment and without visible lapmarks and without additional cost Locations to the CITY. I. First aid kits, stretchers, safety showers, 2. Blast cleaning inside of buildings shall be done only signs and dispensaries. within temporary enclosures to confine the dust. All 2. Drinking water stations. electrical switchgear, instruments, electric motors, etc. must be sealed with masking tape and suitably e. SAFETY BLUE - Equipment under Repair protected to prevent the entrance of any abrasives or Caution dust from the operation. 36 R:SPECS\Seal Beach,City of focing Pump Station\Comract Doc(Feb'03) • • • I All work not to be coated or previously coated shall K. PAINT SYSTEM SCHEDULE be carefully protected during the coating of adjacent work. - Surface preparation, prime coatings and finish coatings • for the project is specified below. Other manufacturers 4. Name and data plates on equipment shall not be listed previously have similar acceptable systems. painted and shall be left clean and legible upon completion of the project. - 1. System 10 5. The CONTRACTOR shall ensure that all glass a. Surface: Metal, Ferrous, Interior and Exterior, throughout that portion of the facility in which he Non-Immersion(all above-grade locations). worked is cleaned of dirt and paint before he leaves the job site: . . - b. • Surface Preparation: All metal work previously given a shop prime coat approved by the Agency 6, Hardware, trim and other items shall be removed as shall be touched up as required in the field with a required for proper application of coatings. • comparable prime coat after preparing damaged areas in accordance with SSPC-SP 1 and SSPC- I. INSPECTION' SP2. - 1. During and after final application of protective All unprimed metal shall be prepared in coatings, all metal surfaces shall be checked accordance with SSPC-SPIO. mechanically with Elcometer, Mikrotest or other approved dry film thickness gauge to ensure that the c. Systems: specified dry film thickness has been attained. All submerged or intermittently submerged metal 1. Tnemec Company, Inc. surfaces shall be electrically tested for film continuity Prime Coat - #66 Color Hi-Build by means of an approved low voltage flaw detector Epoxoline, 4.0 mils d.f.t. Intermediate Coat-#66 Hi-Build Epoxoline such as Tinker-Rasor's MI or K-D's "Bird-Dog". 4.0 mils d.f.t. The CONTRACTOR shall provide at the site certified dry film thickness(D.F.T.)gauge and flaw Finish Coat-#73 Color Endura-Shield,3.0 detector for use by the CITY. - mils d.f.t. 2. Each coat shall be inspected and approved before 2. System 11 application of the succeeding coats. Otherwise no credit for coat applied will be given and the work in a. Surface: Metal,Ferrous,Immersion Exposure to question shall be recoated. Moisture or Chemical Fumes. (All locations inside the wet well and valve vault) " • 3. Any coatings which are found on inspection to be deficient shall be replaced or repaired to acceptance b. Surface Preparation: All metal work previously condition as determined by the CITY at the • given a shop prime coat approved by the Agency CONTRACTOR'S expense. shall be touched up as required in the field with a comparable prime coat after preparing damaged 4. At no cost to the CITY, a representative of the areas in accordance with SSPC-SP I and SSPC- manufacturer shall make in the presence of the CITY SP2' an inspection at the completion of all painting work if • so requested by the CITY. All unprimed metal shall be prepared in accordance with SSPC-SP10. J. PIPING IDENTIFICATION c. Systems: Install pipe identification markers and flow arrow markers 1. Tnemec Company,Inc. . on all pipelines. Markers shall be applied every 50 feet Prime Coat-#66 Color Hi-Build Epoxoline on long lines, at T joints and at every entry and exit Primer,4.0 mils d.f.t. through walls. Markers shall be applied where view is - Finish Coat-#66 Color Endura-Shield,5.0 unobstructed:, d.f.t. 37 R:SPECS\Seal Beach,City ot\Boeing Pump Station Contract Doc(Feb'03) • • SECTION 09960 and shall be capable of passing ASTM D-1737 for flexibility, using cylinder mandrel of 0.5 inch (12.7 EPDXY/POLYURETHANE MANHOLE millimeter). The flash point of the fluid mixture shall be LINING SYSTEM 450 degrees Fahrenheit open Zahn cup. Lining material shall meet or exceed the requirements of 2 10-2.3.3 and PART 1 -.GENERAL 500-2.4.10 of the Standard Specifications for Public Works Construction, pertaining to Chemical Resistance A. DESCRIPTION • and Physical Properties. An epoxy polyurethane lining shall be applied to the The color shall be white or cream. The complete coating interior concrete surface of the existing 5-foot diameter shall be impermeable to sewer gases and liquids and non- wet well located directly adjacent to the Boeing Pump conductive to bacterial or fungus growth. The lining shall Station site. be capable of repair at any time during its life. B. PROJECT REQUIREMENTS PART 3- EXECUTION 1. Standard Requirements: The work shall conform to A. Flow Control the applicable requirements of the Standard Specifications for Public Work Construction Section Any flow control or bypass pumping necessary to perform 500-2 "Manhole and Structure Rehabilitation," and the manhole lining shall be the responsibility of the these specifications. CONTRACTOR. 2. General: The CONTRACTOR shall furnish all labor, B. CLEANING material and equipment necessary for all traffic, The manhole shall be cleaned by grit blasting in accord control preparation of surfaces,application of lining, with the Standard Specification Public Works safety procedures per CAL-OSHA permit Required Construction Section 500-2.4.2. Confined Space Requirements,Protection of Existing Utilities or Surfaces,and Equipment/Job-Site Clean- D. LINING APPLICATION Up. The lining system shall be applied in accord with the 3. Permits: An encroachment permit from the City of Standard Specifications for Public Works Construction Seal Beach will be required for the work. The Section 500-2.4.7. CONTRACTOR is responsible for obtaining this permit, including preparing traffic control plans, E. SPARK TEST • paying all fees associated with the permit, and In accord with the Standard Specifications for Public complying with all provisions of the permit. Works Construction Section 500-2.4.8. 4. Scope: The CONTRACTOR shall apply a 125 mill • F. REPAIRS epoxy/polyurethane lining system to the interior concrete surface of the existing 5-foot diameter wet All defects shall be repaired in accord with the Standard well located on the Boeing Pump Station site. The Specifications for Public Works Construction Section wet well is precast concrete, 5 feet in diameter, and 500-2.4.9. 20 feet deep. The lining system is to be applied to all • concrete interior surfaces, including the manhole G. WARRANTY shelf and channel. The lining system shall be warranted for five (5) years PART 2 -PRODUCTS against any type of failure. A copy of the warranty shall be submitted to the Engineer prior to application. The A. LINING MATERIALS lining CONTRACTOR shall remove and replace all failures at no expense to the owner during the warranty The lining material shall be a two (2) component, 100 period. percent solid, non-solvent hybrid polyurethane coating, with a shore"D"hardness of 57 to 77 degrees Fahrenheit, H. SAFETY AND HEALTH REQUIREMENTS such as Sancon 100 as manufactured by Sancon All work shall be completed in accordance with Engineering,Huntington Beach,California or equal.The applicable Federal, State and local OSHA Standards for material shall be the high-build type capable of • application thickness, as specified, without runs or sags, 38 R:SPECS Seal Beach,City of\Boeing Pmnw Station\Contact Doc(Feb'03) • • • Construction, including "Permit Required Confined Space". Safety procedures shall be strictly enforced.. SECTION 11010 SECTION 10430 MECHANICAL EQUIPMENT—GENERAL WARNING SIGNS PART 1 —GENERAL PART 1 —GENERAL A. DESCRIPTION A. DESCRIPTION 1. This Section contains general information required to install mechanical equipment as shown on the The CONTRACTOR shall furnish and install warning - Drawings and specified on the various individual signs in the locations specified below. Signs shall be Specifications. porcelain enamel safety blanks with red lettering on a white background. All signs shall be as manufactured by 2. Included shall be all supervision, labor, materials, California Metal Enameling Co.,Los Angeles,California, tools, equipment, and services as required for or equal. installation and test operation of equipment, • including the services of manufacturer service B. SUBMITTALS engineers, receiving,unloading, storage,.protection, installation, and complete erection of all mechanical The CONTRACTOR shall submit the number of units of equipment required in these Specifications. each type to be supplied and the proposed locations for approval. 3. Installation shall include, but not be limited to, placing, shimming, anchoring, grouting, cleaning, painting, lubricating, assembling, testing, and PART 2-PRODUCTS adjusting of all mechanical equipment. Installation shall also include providing all required A. EQUIPMENT miscellaneous parts. A 7-inch high by 10-inch wide sign shall be mounted on 4. The CONTRACTOR shall coordinate his work with all mechanical equipment which may be started other disciplines to provide a complete, operational • automatically or from remote locations. Sign shall read: installation. CAUTION THIS EQUIPMENT STARTS - B. RESPONSIBILITY FOR EQUIPMENT AUTOMATICALLY The CONTRACTOR shall be liable for all damage to the B. ELECTRICAL . equipment which is to be furnished and installed under this Contract, as well as for any damage to the building A 6-inch by 12-inch sign shall be located on the external structures or other property, real or personal, resulting from the movement of equipment or installation work. of the control enclosure. Sign shall read: - - This liability shall continue until the installed equipment DANGER is accepted by the CITY's representative. • HIGH VOLTAGE 480 VOLTS C. QUALITY OF EQUIPMENT AND WORKMANSHIP • C. WET WELL 1. Equipment and appurtenances shall be designed in The wet well shall be fitted with a plastic warning sign conformity with the specified standards as listed • located 12 inches below the top of the cover frame (in' herein. Equipment shall be constructed of materials clear letters no smaller than 1/2-inches in height),with the for the conditions of exposure and of such strength to - inscription: withstand all stresses which may occur during testing, CAUTION installation, and all conditions of normal operation. PERMIT CLASSIFIED CONFINED SPACE ' VENTILATE BEFORE ENTERING 39 • R:SPECS\Seal Beach,City olBoeing Pump Station\Contract Doc(Feb'03) • • 2. All equipment shall be installed true and level and to 2. Anchor bolts shall be furnished and set in concrete the locations shown on the Drawings. All work shall foundations where required. Reference Drawings for be performed to the satisfaction of the CITY's sizes, locations, and materials. representative. Precision gauges and levels shall be used in setting all equipment. 3. The CONTRACTOR shall obtain and use shop drawings and suitable templates when required for 3. The CONTRACTOR shall be responsible for installation of equipment. installation of the equipment in a manner consistent with the requirements of performance warranties and B. LUBRICATION equipment workmanship of the manufacturer. 1. The CONTRACTOR shall thoroughly lubricate all 4. Machinery parts shall conform exactly to the equipment in accordance with the equipment dimensions shown on the shop drawings. The manufacturer's instructions. Lubricating oils and corresponding parts of identical machines shall be greases shall be of the type and viscosity made interchangeable. Clearance shall be provided recommended by the equipment manufacturer. for repairs, inspection and adjustment. 2. All lubricants shall be furnished with flushing oils as 5. Exposed surfaces shall be finished in appearance. All recommended by the Manufacturer. This includes, exposed welds shall be ground smooth and the but is not limited to , all gearing and bearings, corners of structural shapes shall be rounded or regardless of whether they have been shipped with or chamfered for personnel protection. without oil soluble protective coatings. 6. All machinery and equipment shall comply in all 3. Following flushing, oil lubricating systems shall be respects with the provisions of the Occupational filled with "run-m' oil as recommended by the Safety and Health Act of 1970,and other applicable equipment manufacturer. The equipment shall be Federal, State and local laws and regulations. "run-in" at the no-load condition for a minimum of two hours. Following "run-in" and inspection, the 7. Equipment, together with their appurtenances, shall equipment is to be drained and flushed again with be designed to withstand the loadings according to flushing oil and refilled with lubricant as the Uniform Building Code,latest edition. Structures recommended by the manufacturer. shall be investigated for various conditions of content levels,including both full and empty.Design shall be 4. The grease fittings on all mechanical equipment shall based upon the most severe condition. Shop be such that they can be serviced with a single type of drawings shall show all design forces and reactions grease gun. Grease fitting shall be a standard button- and shall be sealed, by a registered Professional head type. Engineer licensed in the State of California. 5. Where locally mounted grease fittings would be D. CONFORMANCE TO DESIGN CRITERIA AND difficult to service, the fittings shall be extended by PERFORMANCE GUARANTEE adequately sized tubing to a point that shall provide accessibility for normal maintenance. Such points CONTRACTOR shall guarantee all equipment provided shall be located and installed as per the CITY's under this Contract in accordance with the Contract directive. Documents. - C. PROTECTIVE COATINGS AND PAINTING PART 2 -PRODUCTS 1. All equipment and materials shall be shop painted. Particular attention shall be directed to wetted A. ANCHORS AND SUPPORTS surfaces and other areas exposed to corrosive, extreme temperature or other hazardous I. The CONTRACTOR shall furnish, install, and environments. protect all guides, bearing plates, anchor and attachment bolts, and all other appurtenances 2. Painting shall be in strict accordance with Section required for the installation. 09900 unless otherwise indicated in the detailed Anchors and supports shall be of ample size and equipment Specifications. strength for the purpose intended and shall be approved by the CITY's representative. 40 R:SPECS\Seal Beach,City of\Boeing Pump Station\Contract Doc(Feb'03) • • 3. All matched surfaces and shafting shall be cleaned 4. Time required from date of contract to furnish - and protected from corrosion by the proper type and certified detail shop drawings for review. amount of coating necessary to assure a minimum protection for two years after shipment. 5. Completion of data sheets when attached to Specifications. 4. Oil lubricated gearing,bearings,and other lubricated - - - components, shall be shipped with an oil soluble • 6. A list of recommended spare parts with a price on protective coating as recommended by the . each item.. manufacturer. - The coating shall be selected to provide protection for 2 years. 7. A list of all special tools to be provided in accordance with Part 2, Paragraph D. 5. Motors,reducers and electric controls shall have the _ - • standard factory finish prior to delivery except where 8. All information that is required in the individual specific exception is noted in the individual equipment Specifications. equipment Specifications. B. NOISE REQUIREMENTS 6. Pump impeller and the interior of the pump bowls shall be shop coated with a fusion bonded epoxy All equipment specified shall be tested for noise system,in accord with applicable sections of AWWA generation after installation. When tested, equipment C-550. Minimum dry film thickness shall be 12 mils. ' shall include the complete driver and driven equipment. Three certified copies of the test shall be submitted to the 7. Provide two quarts of paint compatible with the CITY for approval prior to final acceptance. equipment finish coat for field touch-up. - C. SHOP INSPECTION AND SHOP TESTING 8. All exposed metal surfaces, including those which have received a shop coat, shall be field coated in 1. The CITY shall be granted reasonable access to the accordance with Section 09900 - production and shop test areas of the equipment manufacturer's facility during manufacturing and D. TOOLS AND ACCESSORIES testing. The CONTRACTOR shall furnish,with each type,make, 2. The CONTRACTOR shall notify the CITY's or size of equipment, any special tools, wrenches and - representative in writing, at least five working days appliances which-may be needed to adjust, operate, prior to commencement of shop tests,of the time and maintain, or repair the equipment. Such tools and - _ place of all shop tests. - - appliances shall be high-grade, properly labeled, and delivered to the CITY with the equipment. 3. Inspection by the CITY's representative will not - - relieve the CONTRACTOR of his responsibility for PART 3-EXECUTION workmanship, materials, and Specification requirements. A. APPROVAL INFORMATION TO BE SUBMITTED BY THE CONTRACTOR 4. Manufacturer's standard test procedures shall be required and the Manufacturer shall demonstrate that 1. Standard drawings,schematics,technical data and all equipment meets all the requirements of this other information as necessary to evaluate Specification. compliance with the Specifications. • D. SHIPPING AND IDENTIFICATION _ 2. Manufacturer model number and supporting data as required for all major system components that shall 1. All shipments shall be "tagged" by the be provided with the equipment to provide a • CONTRACTOR with a "wired-on" metal or plastic complete operating unit. No changes in such tag clearly stenciled or lettered with paint or equipment listed with the Bid shall be permitted waterproof ink. The information on the tags and without prior review and approval by the CITY. cartons should include CONTRACTOR's order number, purchase order number, manufacturer's 3. Shipping weight and number of pieces, method of number, and the equipment number. Any expense shipment,point of origin. - - incurred by the CITY due to the CONTRACTOR's 41 • R:SPECS\Seal Beach,City ofieoeing Pump Station\Contract Doc(Feh'03) - • • failure to do so will be backcharged or deducted from personnel in the proper use of the equipment. Such his contract. additional instruction time shall be included in Bid. 2. Each piece of equipment shall be provided with a G. INSTALLATION OF EQUIPMENT substantial stainless steel nameplate, securely fastened in a conspicuous location and clearly - 1.• The CONTRACTOR's work procedure shall conform inscribed with the Manufacturer's name, year of to the manufacturer's installation instructions unless manufacture,serial number,principal rating data and expressly directed otherwise by the CITY's equipment item number. representative. 3. The equipment covered in these Specifications shall 2. Equipment shall be erected level and plumb on the be fabricated in the minimum number of sub- foundations and supports at the locations and assemblies necessary for transportation. Small elevations shown on the Drawings,unless otherwise components or assemblies shall be adequately boxed directed by the CITY's representative during or crated to prevent damage during shipment. installation. 4. Each assembly or package shall be identified with a 3. The equipment shall be brought to proper level with durable shipping tag securely attached and plainly wedges, shims, or backing.nuts. After the machine marked with the CONTRACTOR's order number, has been leveled and•aligned, the nuts on the anchor manufacturer's purchase order number and equipment bolts shall be tightened to anchor the machine firmly number. into place against the shims and backing nuts. Wedges shall be removed after shimming. 5. All openings shall be covered with plywood,plastic or wood plugs or shields to prevent debris from All equipment shall be installed in such a manner as entering the assemblies. Each assembly or sub- to provide access for routine maintenance and assembly shall have lifting lugs to facilitate erection. lubrication. E. OPERATION AND MAINTENANCE Equipment of a portable nature which requires no MANUALS installation shall be delivered to a location designated by the CITY's representative. Operation and Maintenance Manuals shall be furnished in accordance with Section 01730. H. MECHANICAL START-UP F. OPERATION AND MAINTENANCE 1. Once the equipment has been installed,complete with INSTRUCTION all auxiliary and support systems, and is ready for operation, the CONTRACTOR shall mechanically 1. The CONTRACTOR shall provide a minimum of 16 check out the equipment to verify that the equipment hours of instruction time, after the equipment has functions correctly under "non-process" conditions. been accepted by the CITY's representative. The The equipment shall be fine-tuned, adjusted, water time shall be used to instruct the CITY's personnel in tested,where applicable,and completely checked out the proper operation and maintenance of the before the equipment and support systems are equipment. The manufacturer shall provide technical considered ready for process start-up. personnel familiar with the operation and maintenance of the equipment in making this 2. The CONTRACTOR will be responsible for presentation. The service Shall be coordinated with coordinating this effort and providing all support the CITY. services and facilities necessary for this work effort. 2. Training shall consist of on-site operation training, 3. The equipment will not be considered ready for classroom training,operational,safety and emergency process start-up until the CITY's representative is drills. satisfied that the equipment has been satisfactorily checked-out and successfully passed a"non-process" 3. The CONTRACTOR shall recommend additional test run. number of training days that may be required, if necessary, to properly instruct the CITY's operating 42 R:SPECSt Seal Beach,City ofBceing Pegi Station\Contact Doc(Feb'03) • • • I. FIELD SERVICE interruption under process flow conditions for up to three days, or a such lesser time as may be mutuafy It is understood that the CONTRACTOR and agreeable to the CITY and CONTRACTOR. manufacturer share a joint responsibility in this work.The CONTRACTOR shall provide the manufacturer's 4. After it has been determined that the equipment will qualified field representative and supporting personnel as operate satisfactorily under process conditions, the required for the equipment furnished and installed under performance test shall be made by the this Contract to perform the following: CONTRACTOR to verify that the equipment can meet the requirements outlined in the Specification. 1. Assistance during equipment installation shall be The performance test shall be based on maintaining provided to align the equipment or check the the design requirements for up to seven consecutive alignment of pre-aligned equipment prior to making days or such lesser time mutually agreeable to the connections to or anchoring of the equipment. CITY's representative and the CONTRACTOR. 2. Inspection during equipment installation work shall K. PERFORMANCE TESTS be provided to determine compliance with equipment erection methods and procedures recommended by I. Performance test procedures shall be prepared by the the manufacturer. CONTRACTOR and approved (in writing) by the CITY before performance tests are conducted. 3. Written approval of the equipment installation shall be submitted to the CITY after satisfactory 2. Costs of all inspections, field service, mechanical completion of mechanical start-up and "run-in start-up, run-in _work, process start-up and period" of the equipment. performance test shall be borne by the CONTRACTOR and shall be included in the total 4. Conduct the process start-up necessary to operate, price Bid for the work. adjust,calibrate and tune the equipment and systems into operating service in accordance with the design 3. If the equipment is rejected for failure to meet criteria described in each detailed equipment performance requirements,the CONTRACTOR will Specification. . modify or replace such equipment with other - equipment capable of meeting performance at no cost 5. Conduct performance tests to demonstrate to the CITY. compliance with design criteria and performance guarantee set forth in the Specifications. L. FAILURE OF TESTS J. PROCESS START-UP 1. Any defects in the equipment,or deviations from the guarantees or requirements of the Specifications, I. Once the equipment has been considered ready for shall be promptly corrected by the CONTRACTOR process start-up and the support systems can deliver - by replacement and/or CITY's representative the process material,the CONTRACTOR shall start- approved repair. The decision of the CITY's up the equipment under process conditions and representative as to whether or not the conduct performance tests to verify compliance with - CONTRACTOR has fulfilled his obligations under the Specifications. the Contract shall be final and conclusive. If the CONTRACTOR fails to correct any defects or 2. The CONTRACTOR shall provide the necessary deviations,or if the replaced equipment,when tested, supervision and technical personnel and services shall fail to meet the guarantees or specified required to perform the work. The CITY's requirements, the CITY, notwithstanding his having representative shall coordinate this phase of the work made partial payment for work and materials which with the CONTRACTOR and provide all necessary have entered into the manufacture of such equipment, support services and facilities to assist the may reject that equipment and order the CONTRACTOR in performing the work. • CONTRACTOR to remove it from the premises at the CONTRACTOR's expense. 3. The equipment shall be considered ready for a • performance test only after the CONTRACTOR has 2. If the CITY's representative rejects a particular item demonstrated to the CITY that the equipment can of equipment, then the CONTRACTOR hereby operate continuously, without mechanical agrees to repay to the CITY all sums of money paid 43 R:SPECS\seal Beach,City ofinoeing Pump StalionAConnact Doc(Feb'03) • • to him for the rejected equipment on progress C. MANUFACTURER SERVICES certificates of otherwise on account of the prices specified. Upon receipt of such monies the CITY Upon completion and testing, the services of the factory- will execute and deliver to the CONTRACTOR a bill trained representative of the pump manufacturer shall be of sale of all his rights,title,and interest in and to the provided for a minimum of two (2) days to instruct the rejected equipment; provided however, that the CITY's personnel in the proper operation and maintenance of equipment shall not be removed from the premises the equipment. until the CITY obtains from other sources equipment to take the place of that rejected. The bill of sale PART 2-PRODUCTS • shall not abrogate CITY's right to recover damages for delays, losses, or other conditions arising out of A. PUMPS the basic contract. The CITY hereby agrees to obtain , . altemate equipment within a reasonable time and the 1. Two(2)peak flow pumps shall be furnished and installed CONTRACTOR agrees that the CITY may use the as follows: heavy duty, submersible, vortex type pump, original equipment furnished by him without rental or which shall include a submersible explosion-proof motor, other charge until the alternate equipment is obtained. double mechanical seats, recessed 316 stainless steel impeller,316 stainless steel wear plate,and 316 stainless 3. The CONTRACTOR shall also agree to repay the steel hardware. The pumps shall be designed for CITY installation costs for the rejected equipment. continuous operating service and constructed to meet the The installation costs will be derived by the CITY intended service. Pumps shall be manufactured by based on actual costs charged for the installation of WEMCO PUMP COMPANY of Salt Lake City, Utah, the equipment. USA with motors by Reliance Division of Rockwell Automation. Pumps shall be model 6x1 IM driven by a 10 HP, 6-pole explosion-proof submersible Reliance SECTION 11310 motor. SUBMERSIBLE VORTEX PUMPS AND 2. Pumping Conditions. Pumps shall be designed to pump HARDWARE raw sewage with a maximum sphere size of 6-inches and shall meet the criteria set forth below: PART I GENERAL PUMP PERFORMANCE All material and equipment shall be worked into a complete Capacity TDH and operable system; and all apparatus, parts, materials and (gpm) (ft) Efficiency Comment accessories which are necessary to accomplish this result shall 0 - 28 35% Shut-Off be furnished and worked into place. 490 21 36% Design Point 800 14 32% Point on Curve Manufacturer's technical data shall be submitted for the pumps specified. The data shall demonstrate that the 3. Provide one (1) spare peak flow pump and motor. equipment covered by the data complies with the Deliver spare pump to City of Seal Beach requirements specified. Maintenance facility. A. MATERIAL PROTECTION B. PUMP CASING Pumps, motors and appurtenant equipment shall be finish Shall be constructed of Class 35 cast iron. All internal painted with a high grade of machinery enamel in accordance case clearances shall be smooth and rounded so that with the manufacturer's standard practice suitable for the end stringy materials will pass through the pump with the environment. Shop painted items which have damage to the greatest handling efficiency. A 316 stainless steel wear shop coating shall be touched up as specified in Section 9900. plate shall be provided to protect the lower mechanical seal and casing from abrasion. B. PUMP INSTALLATION C. IMPELLER Pumps and drive units shall be installed in strict accordance with the manufacturer's recommendations. The impeller shall be of 316 stainless steel and shall be of the cup-type design such that blade ends are surrounded by an integral rim,which shall direct the flow to the center 44 R:SPECS\seal Beach,City ofBoeing Puny Station\Contract Doc(Feb'03) • • • of the volute, minimizing particle impact and reducing wear. H. CERTIFICATION The impeller shall be attached to the shaft by a stainless Pumps and motors must be certified by testing. The steel bolt,stainless steel washer,stainless steel key,and be written certification report must be supplied to the CITY mechanically locked to ensure that the impeller bolt will by the CONTRACTOR for approval prior to shipment of not back out if unit is operated backwards. pumps. The impeller shall be of recessed design and shall be I. COATING SYSTEMS - mounted completely out of the flow path between the pump inlet and discharge conditions,so that solids are not 1. The pump motor and exterior shall be coated with a required to flow through the impeller. , , paint system as specified in Section 09900 (System I I). The impeller shall be attached to the shaft by a stainless steel bolt,stainless steel washer,stainless steel key,and be 2. The interior of the pump bowl and the impeller shall mechanically locked to insure that the impeller bolt will be coated with a fusion bonded epoxy system in not back out if unit is operated backwards. accord with applicable sections of AWWA C-550. Minimum dry film thickness shall be 12 mils. D. EXTERNAL HARDWARE - • J. SLIDE RAIL SYSTEM All external hardware shall be made of 316 stainless steel. Each submersible pump shall be provided with a cast iron E. WEAR PLATE spark-proof slide rail system as manufactured by the pump supplier, compatible with the specified pumps, and as Each pump shall be furnished with a 316 stainless steel shown on the approved design drawings and specified . wear plate located behind the impeller and held in place herein. by the motor flange bolts. The wear plate shall be a minimum of.5"thick at the thinnest portion. The discharge base elbow shall be permanently installed in the wet well along with the discharge piping. The F. MOTOR pump shall be automatically connected to the discharge base elbow when lowered into place, and shall be easily The constant-speed motor shall be submersible type, 10 removed for inspection. There shall be no need for horsepower, 3-phase, 60-cycle,480-volts, 1170 rpm and personnel to enter the pump wet well. Sealing of the shall be mounted on the pump. The motor shall be pumping unit to the discharge base elbow shall be provided with thrust and radial bearings to carry the entire accomplished by a simple linear downward motion of the load which may be imposed upon it under all operating pump. The entire weight of the pump unit shall be guided conditions. All motors shall be of nationally known by no less than two guide bars and pressed tightly against manufacture and shall be approved by Underwriters the discharge base elbow. The pump, with its Laboratory for a Class 1,Group D,Division 1 explosion- appurtenances and cable, shall be capable of continuous proof atmosphere. submergence under water without loss of watertight integrity to a depth of 50 feet. Schedule 40,316 stainless The motor shall have two mechanical seals —The lower steel guide pipe, diameters are to be provided, size as one outside the motor and protecting the upper one,which determined by the size of the pump units. is in an oil-filled chamber. The lower seal shall have Tungsten Carbide seal faces. Moisture detector probes in - 1. The Slide Away Couplings shall consist of a foot- •the oil-filled seal chamber shall be connected to an alarm mounted discharge elbow and adapter, steel in the control panel to indicate the presence of moisture in baseplate,upper and lower rail supports,lifting yoke the seal chamber. Thermal overload protectors shall be and cable. The foot-mounted discharge elbow and imbedded in the motor windings and connected to the adapter shall conform to ASTM A48 Class 25 or 30 starter to disconnect the motor in the event of an overload. grey iron. G. FASTENERS The Slide Away Coupling gasket shall be self- ' energizing U-Cupped design to provide positive All fasteners and impeller spacer shall be 316 stainless sealing under all conditions. The coupling halves steel shall be angled and the locking lugs shall be • 45 R:SPECS■Seal Beach,City ot\Boeing Pump Station\Contract Doc(Feb'03) • • adjustable in order to eliminate any mechanical looseness that could cause leakage. The Slide Away 2. A motor and cable insulation test for moisture content Coupling shall be designed for use with two 2-inch or insulation defects shall be made. Schedule 40 pipe guide rails to be provided by the CONTRACTOR. The baseplate shall be provided 3. Prior to submergence, the pump shall be run dry to with adjustable stops to support the pump weight in establish correct rotation and mechanical integrity. order to eliminate unnecessary strain on the coupling. 4. The pump shall be run for 30 minutes submerged, a The Slide Away Coupling shall be approved by minimum of 6 feet under water. The unit shall be Underwriters Laboratory for Operation in a Class I, checked at its rated,speed,head,capacity,efficiency • Group D, Division 1 hazardous location. and horsepower to properly establish a performance curve. 2. Stainless steel lifting yoke shall be used to balance the pump unit with attached slide face and shall be 5. After operational test(d),the insulation test(b)is to made of stainless steel,nylon jacketed,wire-rope and be performed again. rated for five times the breaking strength of the pump weight. The wire-rope shall incorporate stainless 6. Certification that pump units meet required pumping steel lifting eyes in each end, and at 4-foot intervals. conditions. 3. Guide brackets shall incorporate a two rail system for a. A written report stating the forgoing steps have assured rigidity and shall be 316 stainless steel. An been done will be supplied with each pump prior intermediate guide bracket made of the same material to the time of shipment. • shall be required every 12 feet but the minimum number of brackets shall be three(3). The designated b. The pump cable end will be sealed with a high schedule 40 stainless steel guide pipes and all quality protective covering to make it stainless steel anchor bolts shall be provided by the impervious to moisture or water seepage prior to installing contractor and shall be as shown on the electrical installation. approved design drawings. C. PUMP WARRANTY PART 3-PUMP INFORMATION The pump manufacturer shall warrant the units being A. GENERAL - supplied to the CITY against defects in workmanship and material for a period of five (5) years or 10,000 hours Prior to shipment of the pumps from factory,six copies of under normal use, operation and service. The warranty information listed below shall be submitted. ' shall be in printed form and apply to all similar units. Pump information to be submitted: D. PUMP MANUFACTURER 1. Pump cross section with parts list. The submersible pump shall be the following: 2. Pump shop detail drawings. 3. Certified performance data and test report I. WEMCO Torque flow Pump Model 6x11M, with 1170 RPM Motor,or equal 4. Instructions for erection, installation, operation and maintenance. E. PUMP STATION CONTROL PANEL B. CERTIFICATION REQUIREMENTS-PUMP To ensure compatibility of systems and equipment, the TEST pump supplier shall have unit responsibility for providing the pump control panel required for the project. The pump manufacturer shall perform the following inspections and tests on each pump before shipment from factory: 1. Impeller, motor rating and electrical connections shall first be checked for compliance to the customer's purchase order. 46 R:SPECS\Seal Beach,City of\Boeing Puny,Sution\Contract Doc(Feb'03) • • • SECTION 15050 2. Affidavits: The CONTRACTOR shall furnish affidavits from the manufacturers for valves. PIPING,VALVES AND ACCESSORIES • D. APPURTENANCES PARTI —GENERAL Furnish and install all necessary guides, inserts, anchors A. DESCRIPTION and assembly bolts; washers nuts, hangers, supports, gaskets,and flanges;all other appurtenant items shown on The CONTRACTOR shall furnish and install all piping, the Drawings, specified or required for the proper including fittings, valves, supports, and accessories as installation and operation of the piping;devices included . shown on the Drawings, described in the Specifications in or on the piping equipment; and piping accessories. and as required for complete and operable systems. PART 2 - PRODUCTS B. QUALITY ASSURANCE • A. GENERAL All materials and equipment furnished under this section - - shall be of a manufacturer who has been engaged in the design and manufacture of the specific materials and _I. Pipe and valve sizes.are nominal inside diameter -equipment for a period of at least 5 years. . unless otherwise noted. • C. SUBMITTALS 2. All materials delivered to the job site shall be new, free from defects, and marked to identify the 1. Shop drawings: . material, class, and other appropriate data such as thickness for piping. a. Verify by excavation, inspection and • measurement all installation conditions for shop 3. Acceptance of materials shall be subject to strength fabricated pipe before preparation of Shop and quality testing in addition to inspection of the Drawings. • Submit field measurements and complete product. Acceptance of installed piping photos with Shop Drawings where exposed - - systems shall be based on inspection and leakage conditions are significantly different than tests as specified hereinafter. indicated on the Drawings. • B. GENERAL MATERIAL REQUIREMENTS b. Layouts and Schematics: -Submit detailed installation drawings of all piping._ Schematics 1. Gaskets: Unless specifically specified otherwise,all may be submitted for piping 4-inches and - gaskets shall be 1/8" thick full face cloth inserted smaller. The drawings shall include pipe support rubber. locations, and types if different than shown on the Drawings and specifications, all fittings, 2. Bolts and Tie Rods:. Unless specifically specified valves and other appurtenances. otherwise, flange bolts and nuts, tie rods and other flange hardware shall be as follows: c. Submit data to show that the following items a: Exposed: Type 316 stainless steel. conform to the Specification requirements: b. Submerged: Type 316 stainless steel. 1. Pipe, fittings,and accessories. c. Encased: Steel. 2. Fabricated pipe supports and other pipe supports as required herein. d. Buried: Type 316 Stainless steel. 3. Flexible couplings and flanged adapters. 3. Flexible Sealant: Flexible sealant for pipe joints, where shown on the Drawings, shall be a two 4. Valves. component polysulfide, non-sag; Sikaflex 412, Dualthane, or equal. d. Submit certified test reports as required herein • and by the referenced standard specifications. • 47 R:SPECS\Seal Beach,City oft Boeing Pump Station\Contact Doc(Fcb'03) , • • C. MATERIALS in accordance with Section 09900 (System 11) and shall have a ceramic epoxy.lining, 40 mils 1. PVC Pipe '/,'and Smaller thick(U.S. Pipe Protecto 401 or equal. PVC pipe shall meet the following requirements: 1. Interior Lining for Ductile Iron Pipe and Pipe PVC SCH 80 Fittings Joints Solvent Weld a. -Condition of Ductile Iron Prior to Unions PVC, SCH 80, Solvent Weld Surface Preparation - All Ductile Iron Pipe and Fittings shall he delivered to Ball Valves 150 PSI, with TFE true union the application facility without asphalt, • ends with TFE seats and seals cement lining, or any other lining on Check Valves 150 PSI,true union ball check the interior surface. Because removal with TFE seats and seals. of old linings may not be possible, the Polyvinyl chloride pressure pipe shall be made from intent of this specification is that the all new rigid unplasticized polyvinyl chloride and entire interior of the Ductile Iron Pipe shall be normal impact class 12454-B, Schedule 80, and Fittings shall not have been lined conforming to ASTM D1785, unless otherwise with any substance prior to the indicated. Elbows and tees shall be of the same application of the specified lining material as the pipe. Joint design shall be for solvent material and no coating shall have been applied to the first six inches of the welded construction. exterior of the spigot ends. 2. Stainless Steel Pipe 2. Lining Material - The material shall be an Stainless steel pipe shall be Type 316 Schedule 40 - amine cured novalac epoxy containing at threaded pipe conforming to ASTM A312 with least 20% by volume of ceramic quartz stainless steel threaded fittings,or with stainless steel pigment. Any request for substitution must welded fittings, where indicated. be accompanied by a successful history of Pipe Type 316, SCH 40 lining pipe and fittings for sewer service,a test report verifying the following properties • Joints Threaded, 150 psi and a certification of the test results. Ball Valves One piece,conventional port, 400 psi CWP, 316 SS Body, a. A permeability rating of 0.00 when PTFE Seats, Non Blow-Out tested according to the procedure Stem described in Method A of ASTM P 96- 93,Procedure A with a test duration of 3. Ductile Iron Pipe 30 days. a. Materials: Pipe and fittings shall be thickness b. The following tests must be run on Class 53 or 54. Appurtenances shall conform to coupons from factory lined Ductile Iron pipe. the pressure class Ductile Iron Pipe as designated on the Plans. I) ASTM B 117-85 Salt Spray All ductile iron pipe shall be new and shall (scribed panel)—Results to equal conform to all requirements of Federal 0.0 undercutting after two years. Specification WW-P-421C,ANSI A21.51 (latest 2) ASTM G 95-87 Cathodic . version) and AWWA C151 (latest version) Disbandment (1.5 volts @ 77°F) — Results to equal no more than All pipe and fittings shall be clearly marked with 0.5mm undercutting after 30 days. the name of the manufacturer or with a trademark of the size and type which has been 3) Immersion .Testing rated using approved by and filed with the CITY. ASTMD714-87. a) 20%Sulfuric Acid-No effect b. Lining and Coating: All ductile iron pipe and after two years. fittings, unless otherwise prescribed in another item of the Contract Documents,shall be painted 48 R:SPECS\Seal Beach,City ofBoeing Pump StationAContract Doc(Feb'03) • • b) 140°F-25% Sodium must be dry and dust free. If flange Hydroxide— No effect after pipe or fittings are included in the two years. project, the lining shall not be used on c) I60°F Distilled Water—No the face of the flange. effect after two years. • d. Coating of Bell Sockets and Spigot d) 120°F Tap Water (scribed Ends -Due to the tolerances involved, panel) 0.0 undercutting after - the gasket area and spigot end up to 6 , two years with no effect. inches back from the end of the spigot 4) Abrasion Resistance—Less than end must be coated with 6 mils loss a one million cycles nominal, 10 null maximum of Joint 4 mils l after on a ss ft sliding aggregate Compound.The Joint Compound shall slurry abrasion tester using a sharp be applied by brush to ensure coverage. natural siliceous gravel with a Care should be taken that the Joint particle size between 2 mm and 10 Compound is smooth without excess buildup in the gasket seat or on the mm' spigot ends. Coating of the gasket seat 3. Application and spigot ends shall he done after the application of the lining. a. Applicator-The lining shall be applied by a competent firm with a successful e. Number of Coats-The number of coats of history of applying linings to the re lining material applied shall be as interior of Ductile Iron Pipe and recommended by the lining manufacturer. However, in no case Fittings. shall this material be applied above the •b. Surface Preparation-Prior to abrasive dry thickness per coat recommended by blasting, the entire'area to receive the the lining manufacturer-in printed protective compound shall be inspected literat ure. The maximum or minimum • for oil,grease,etc. Any areas where oil time between coats shall be that time or grease is present, or any substance recommended by the lining material which can be removed by solvent,shall manufacturer. No material shall be be solvent cleaned using the guidelines used for lining which is not indefinitely outlined in DIPRA-1 Solvent Cleaning. - recoatable with itself without After the surface has been made free roughening of the surface. of grease,oil or other substances, all areas to receive the protective f Touch-Up&Repair-Joint Compound compounds shall be abrasive blasted shall be used for touch-up.or repair in using compressed air nozzles with sand accordance with manufacturer's or grit abrasive media. . The-entire recommendations. surface to be lined shall be struck with the blast media so that all rust, loose - 4. Inspection and Certification oxides, etc., are. removed from the a. Inspection surface. Only slight stains and tightly - adhering 1) Al] Ductile Iron Pipe and Fitting dhering annealing oxide may he left - • on the surface. Any area where rust linings shall be checked for reappears before lining must be thickness using-a magnetic film reblasted. thickness gauge. The thickness testing shall be done using the c. Lining - Within 8 hours of surface_ method outlined in SSPCPA-2 Film preparation, the interior of the pipe - Thickness Rating. shall receive 40 mils'nominal dry fihn 2) The interior lining of all pipe and thickness of the lining. No lining shall fittings shall be tested for pinholes be applied when the substrate or with a nondestructive 2,500 volt ambient temperature is below 40 test. Any defects found shall be degrees Fahrenheit. The surface also repaired prior to shipment. 49 R:SPEC51 Seal Beach,City oNBoeing Pump Station\Contract Doc(Feb'03) . • • • 3) Each pipe joint and fitting shall be 2. Flexible Couplings and Flange Coupling Adaptors: marked with the date of application of the lining system along with its a. Sleeve: Cast iron or fabricated steel numerical sequence of application on that date and records maintained b. Followers: Cast iron, ductile iron, or steel by the applicator of his work. b. Certification c. Sleeve Bolts: 316 stainless steel The pipe or fitting manufacturer must d. Coating: Fusion epoxy line and coat sleeve and supply a certificate attesting to the fact followers. • that the applicator met the requirements of this specification and that the e. Sleeve Length: 10 inches material used was as specified. ' f Pressure Rating: Pressure rating shall be equal 5. Handling-Lined Pipe and Fittings must be to or greater than that of pipe being connected as handled only from the outside of the pipe determined by Barlow's Formula. and fittings.No forks,chains,straps,hooks, etc. shall be placed inside the pipe and - g. Manufacturers: fittings for lifting positioning, or laying. 1. Flexible Couplings: c. Type of Joints: Ductile iron pipe shall have any a) Connecting pipe with identical outside of the following types of joints as specified: diameters: Smith-Blair 411 or 441; or Flanged push-on joints. Pipe joints shall be as equal. shown in the plans. b) Connecting pipe with slightly different d. Specials and Fittings: All fittings for ductile iron outside diameters: Smith-Blair Style pipe,unless otherwise required by the Drawings 413;or equal. or Specifications,shall conform in all respects to AWWA C110(latest version). 2. Flange Coupling Adaptors:Smith-Blair 912 or 913; Dresser Style 127 or 128;or equal. e. Delivery and Handling: All pipe and fittings shall be manufactured, handled, loaded and 3. Victaulic Couplings:Style 31 coupling with shipped in such a manner that is delivered ductile iron housing and grade M gasket. undamaged,in sound condition,and conforming in all respects to these Specifications. Care shall 4. Rubber Banded Couplings: GMcB be taken in loading and handling the pipe so as Shearband; or equal. not to injure the pipe coating. No other pipe or material of any kind shall be placed inside a pipe h. Flex Coupling and Flanged Coupling Adapter or fitting at anytime after the coating has been Gaskets: Oil and grease resistant; Smith-Blair applied and prior to installation. All pipe and Grade 60;Dresser Grade 42;or equal. fittings installed on the work shall be new material which has never been previously used i. Joint Restraint: Provide joint harnesses(tie rod for any purpose whatsoever. lug or attachment plate assemblies) across all flexible couplings, flange coupling adaptors, 4. PVC SCH 40 Pipe: Vent pipe and fittings shall be anchor studs may be substituted for the harnesses PVC SCH 40 solvent weld type, confomring to on pipe up to 12-inch. Design restraint for 1-1/2 ASTM D-1785,Type 1, Grade 1. times the test pressure of the applicable service. D. PIPE COUPLINGS AND FLEXIBLE PIPE E. VALVES AND ACCESSORIES PIECES 1. General Requirements for Valves: 1. General: For typical pipe joints refer to pipe material specifications. Other joint devices shall be furnished a. All valves of each type shall be the product of where called for as specified below. one manufacturer. 50 R:SPECS\Seal Beach,City of'Boeing Pump Station\Contract Doc(Feb'03) i b. All valves shall be furnished with operators, Body, Cover, Disc - Cast Iron - ASTM A126 handwheels, levers, or other suitable type Grade B Seat Ring,Clapper Arm-Cast Bronze- wrench including handles as specified herein or ASTM B584 Alloy C 84400 as shown on the Drawings. Disc Facing-Rubber-ASTM D2000 2BG715 c. All threaded stem.valves shall open by-turning . the valve stem counterclockwise. Swing check valves shall incorporate the following design features: d. All valves and valve operators shall have a - - - nonbleeding shop coat. 1. Clear full opening waterway when disc is in the fully open position. 2. Valves and Accessory Systems - - 2. Operating parts accessible through the top a. Plug Valves opening. - 1. Valves shall be of the non-lubricated, 3. Clapper arm clamped to the hinge pin with eccentric type with resilient faced plugs and stainless steel screws and jam nuts. flanged ends as shown on the plans. Valve - seats and discs shall be type 316 stainless 4. Heavy bronze bearings support pin and steel. Port areas shall be at least 80 percent pressure sealed 0-rings. of full pipe area. Bodies shall be semi-steel with raised seats: Valves' shall have • 5. Rated at 150 PSI working pressure. Swing permanently lubricated, stainless steel - check valves shall be Kennedy or equal. bearings in the upper and lower plugstem - journals. All valves shall be of the bolted c. Pressure Sensors: The sensor shall be flanged bonnet design. Valves shall be designed so for bolting directly to ANSI flanged pipelines. that they can be repacked without removing Face to face dimension shall be no greater than a the bonnet and _the packing shall be wafer style butterfly valve. The flanges shall . adjustable. All exposed nuts,bolts,springs, have thru bolt holes to allow positive alignment and washers shall be stainless steel. in the pipeline. Inside diameter shall be the Flanged valves shall be faced and drilled to- . same as the mating pipe to allow full thru • ANSI 125/150 standard. Flanges of valves uninterrupted flow. There shall be no dead ends shall - have face-to-face dimensions of or crevices and flow passages shall make the standard gate valves. sensor self cleaning. The pressure sensing ring shall measure pressure for 360 degrees around 2. Resilient plug facings shall be of hard the full inside circumference of the pipeline. rubber suitable for use with sewage. The sensing ring shall be clamped into the body for the full radial width of the sensor. Pressure 3. Manual valves shall have a 2" square nut shall be transmitted to the gauge by a locked in and lever actuator,as indicated on the plans. and sealed fluid such as ethylene glycol or Levers shall be field cut as required to be silicone oil. The sensor shall have an auxiliary operable in their proposed location. All tapped and plugged port to allow a filling exposed nuts, bolts, and washers shall be connection of other equipment. One pressure 316 stainless steel. Plug valves shall be - transmitter indicator complete with isolation Milliken or equal. valving shall be factory installed on each sensor. Pressure sensors shall be Red Valve Series 40 or b. Swing Check Valves: Swing check valves shall equal. Two pressure sensors are required be lever and spring operated. The valve body - shall be cast iron per AWWA C508 with integral d. Magnetic Flowmeter: Flowmeter shall be the flanges complying with AWSI B16.1 Class 124 - _ microprocessor-based,flanged,electromagnetic specifications. Materials of construction shall type. The sensor and the transmitter shall be an conform to the following specifications: integral unit and enclosed in a NEMA 7 explosion-proof housing. The sensor liner shall be aluminum oxide. Sensing and grounding electrodes shall be stainless steel. The 51 R:SPECS\Seal Beach,City ofVBoeing Pump Station Contract Doc(Feb'03) • • • • • flowrneter shall provide 4-20 mA instantaneous h) Built-in electrical surge and RFI flow rate, and pulse totalized flow signals. It protection. shall be suitable for wastewater and sludge • applications. The flow meters shall be sized as i) Valves: Provide a single shutoff indicated on the drawings, and shall be Model valve at each process line tap to 625 TIGERMAG, manufactured by the enable live process removal of Sparkling Instruments Co., Inc. transmitter. e. Pressure Transmitters/Indiator: j) Electrical Conduit Connection: 1/2- inch NPT. 1) Type: Two-wire, differential capacitance or resonant wire type transmitters. k) Process Connections: 1/2 inch NPT unless otherwise specified in the a) Accuracy(includes combined effects Instrument List. of linearity, hysteresis and repeatability): Absolute, Gauge, l) Stainless steel mounting bracket and Standard Range Differential Pressure hardware suitable for mounting Transmitters: ±0.25% of calibrated transmitter on flat vertical surface or span. 2-inch diameter pipe. b) Output: 4-20 mA dc direct acting m) Process Wetted Parts: Type 316 into 0 to 575 ohms minimum at 24 stainless steel. Vdc supply voltage. n) Non-Wetted Parts: 2) Required Features and Accessories: 1. Body and Process Connection a) Solid state electronic components. Bolting: 316 Stainless Steel. b) Positive overrange protection of at 2. Housing and Cover: Die cast least 1.25 times the maximum span low copper aluminum alloy limit finished with epoxy paint system; covers to be threaded c) Gauge for local indication,reading in and seats on Buna-N 0-rings, PSI NEMA 7 rating. • 3. Capsule Fill Liquid: Silicone d) Calibration Adjustments: oil. I. Zero: Adjustable with external o) Indicator: Provide integral indicator adjustment screws located with 0 to 15 psi scale and stainless behind protective hinged cover. steel tag to indicate 100 percent 2. Span: Coarse and fine span value of range in engineering units as adjustments in electronics specified in the Instrument List. compat tment. p) Hazardous Area Requirements: e) Zero Elevation and Suppression Provide transmitters rated for use in Capability to the extent that the Class I, Group D, Division 1 amount of suppression plus calibrated hazardous areas. span does not exceed the upper range limits of the sensor. 3) Product and Manufacturer: Provide two of the following: 0 Adjustable internal damping. a) 1151 Series, as manufactured by g) Measuring elements protected by Rosemount, Incorporated, or equal. sealing diaphragm. 52 R:SPECS\seal Beach.City of\Boeing Pump Station\Contract Doc(Feb.03) • • SECTION 15060 2. All pipe,fittings and appurtenances shall be carefully inspected in the field before installation. All piping PIPING—INSTALLATION found to be defective, as determined by the CITY, - - shall be pulled out and not installed. Such rejected PART 1 —GENERAL • - pipe shall be clearly tagged in such a manner as not A. DESCRIPTION to deface or damage it, and the pipe shall then be removed from the job site by the CONTRACTOR at his own expense. Results of shop tests which may be 1. The work included in this section of the required shall be submitted to the CITY prior to specifications consists of furnishing, installing and installation of the pipe for which such tests were testing all piping, fittings and appurtenances, ,as ordered. - - indicated on the Drawings and specified herein or as required to complete the work. PART 2:PRODUCTS • 2. Whenever the word"piping"is used in this section,it A. MATERIALS • shall be understood to refer to all exposed and buried - pipes,fittings,valves,flanges gasketing,hangers and Piping materials shall conform to requirements specified supports or bedding comprising any given system, in Section 15050. plastic piping and instrument tubing included.- PART 3- EXECUTION 3. All piping shall be installed to the lines and grades shown on the Drawings or as required for the A. GENERAL PIPING INSTALLATION mechanical equipment. All piping shall be properly PRACTICES supported and provisions shall be made for expansion- and contraction. - 1. Any conflict arising during the erection of piping • shall be brought to the attention of the CITY. No B. RELATED WORK SPECIFIED ELSEWHERE improvising or field changes shall be permitted without the approval of the CITY. 1. Piping Materials- Section 15050. . -2. All piping shall be erected in such a manner as to C. CODES AND PERMITS obtain sufficient flexibility and to prevent excessive stresses in materials and excessive bending moments 1. Installation shall comply with all applicable federal, at joints or connections to equipment. state and local laws whether or not explicitly specified. 3. Full lengths of pipe shall be used wherever possible. 2. The CONTRACTOR shall furnish to the CITY a Short lengths of pipe with couplings will not be permitted,except as may be approved by the CITY to certificate of final inspection and approval from the eliminate overstressing or misalignment. All pipe inspecting authority having jurisdiction. shall be cut to exact measurement and shall be installed without forcing or springing. • D. INSPECTION AND TESTING 4. Tool marks and unnecessary pipe threads shall be 1. The quality of all materials, the process of avoided. Buns formed when cutting pipe shall be manufactured and finished pipe shall be subject to removed by reaming. Before installing any pipe,care inspection and approval of the CITY. Pipe may be shall be taken that the inside is thoroughly cleaned inspected at the place of manufacture, and on the and free of cuttings and foreign matter. work site,and shall be subject to rejection at any time even though submitted samples may have been 5. Where piping is pitched for drainage, an accurate approved. In addition,the CITY reserves the right to grade shall be maintained. Piping shall be supported have any or all pipe or fittings inspected or tested,or _ in such a manner as to prohibit deflection due to both, by an independent inspection service at either gravity that would be sufficient to pocket the lines the manufacturer's plant or elsewhere. Such, when full of liquid. All changes in direction shall be inspections and/or tests shall be at the CITY's made by using pipe fittings unless otherwise shown expense. - on the Drawings or as approved by the CITY. 53 R:SPECS■Seal Beach,City ol\Boeing Pump Sutian\Contact Doc(Feb'03) • • • • 6. Unions shall be installed in all piping connections to- equipment,regulating valves,and wherever necessary B. PIPE SUPPORTS to facilitate the dismantling of piping and removal of valves and other items requiring maintenance. 1. The CONTRACTOR shall furnish all necessary pipe Flanges on equipment may be considered as unions. supports and accessories for supporting the various At least one union shall be provided in every straight piping installed by him under this Contract. run of pipe unless otherwise noted or permitted. 2. All vertical piping shall be properly supported with 7. Raised face flanges shall not be used for connection suitable steel brackets to prevent swinging or to 125 psi cast iron flanges. The raised face shall be sagging. removed before use and full face gaskets shall be employed. 3. Pipe supports shall be furnished as required for proper installation.. 8. In general,all service piping shall come off the top of headers,and if possible,service piping shall slope for C. APPURTENANCES drainage. I. The CONTRACTOR shall furnish and install all 9. Pipe anchors, thrust blocks, expansion joints, loops valves and piping not mentioned in the piping and bends shall be installed as indicated on the classification,but shown on the Drawings. Drawings, and as required to properly protect the piping against vibration, misalignment and 2. All valves and drains not mentioned in the overstressing. classification of piping material specifications and furnished under this specification shall be as 10. Exposed piping shall be neatly arranged,straight,run specified on the Drawings. parallel to or at right angles to walls and shall be so graded that the entire system can be drained. Drain 3. Flanged joints shall be made up with approved full- valves shall be installed at the low points of piping. face gaskets and 316 stainless steel bolts and nuts Vent valves shall be installed at all high points of the except where otherwise noted in the Specifications. piping. 4. All joints shall be made drop tight under all pressures _ I I. Installed piping shall not interfere'with the operations up to the specified field test pressure of the line in or accessibility of doors or windows and shall not which installed. encroach on aisles, passageways and equipment and shall not interfere with the servicing or maintenance D. FIELD TESTING of any equipment. Adjacent piping shall be grouped in the same horizontal or vertical plane. . Field testing shall be in conformance with Section 02730. 12. When a pipe joint is made at the intersection of a • pipeline with a pump nozzle, all bolts and nuts shall SECTION 16000 be installed loose until after the entire pipeline has been installed, aligned and checked. ELECTRICAL WORK 13. All piping shall be installed in such a manner that it PART 1 —GENERAL shall be free to expand and contract without injury to itself,structural steel or anchors. On all piping, self- A. GENERAL equalizing type expansion joints of an approved make and quality shall be installed in all straight runs of 90 1. The work of the Section includes the furnishing and feet or more,unless otherwise shown on the Contract installation of new materials and equipment for a • Drawings. complete and operable electrical system as indicated on the drawings and as specified herein, all in 14. When pipe is cut in the field, the cut end shall be accordance with the requirements of the Contract tapered back approximately 1/8 inch, at an angle of Documents.. 30 degrees with the centerline of the pipe, with a coarse file or grinder to remove any rough edges 2. The electrical work as referred to herein shall include which might injure a gasket,where applicable. but not be limited to the following appurtenant items: 54 ' It:SPECS\seal Beach,City af\Boeing Pump Station\Contract Doc(Feb'03) • • • a. Service as required by the power company from c. National electrical Manufacturer's Association. their power source to the meter base, including relocation of an existing 4-inch service conduit d. •Insulated Cable Engineers Association (ICEA). which conflicts with the proposed work. e. Underwriter's Laboratories (UL). b. Meter,main and distribution. f. 'Occupational Safety and Health Regulations of c. Distribution system. - Occupational Safety and Health Administration (OSHA) d. Lighting Panel and lighting system.. g. Institute of Electrical and Electronic Engineers e.- Wiring for pumps and controls. - (IEEE). f. Pump control systems. 2. Underwriters' Laboratories Approval: All equipment • furnished by the CONTRACTOR shall be listed by g. Grounding system: and shall bear the label of Underwriters' Laboratories,Incorporated(UL)or of an independent h.. Conduit, wire, trenching, backfill and concrete testing laboratory acceptable to the local code- foundations as required for electrical power enforcement agency having jurisdiction. service. D. PUBLIC UTILITIES REQUIREMENTS i., Emergency generator and automatic transfer - switch. . 1. Contact the serving agencies and verify compliance with requirements before construction. Approval of j. Service by the telephone company to an alarm requested deviations from plans and specifications dialer to be supplied by the CITY and installed _ shall be obtained from the CITY before installing • by the CONTRACTOR. - equipment or work • B. RELATED WORK SPECIFIED ELSEWHERE 2. Electrical service shall be provided to the site. The CONTRACTOR shall determine the pick-up point 1.. All earthwork requirements for the installation or for power, and provide conduit transformer pad and construction of any of the work specified herein shall meter pedestal, as required, in conformance with be performed in accordance with the requirements of Southern California Edison's requirements. The Section 307-2 of the Standard Specifications for - service planner for the area is Heidi Steiner at(562) Public Works Construction. . - 981-8237. 2. All concrete work required for installation or 3. Telephone service shall be provided to the site. The construction of any of the electrical work specified CONTRACTOR shall determine the pick-up point herein shall be Class . 450-C-2000 concrete for telephone service and provide conduit,pull boxes conforming to the requirements of Section 201 of the and pull rope, as necessary, per Verzion's Standard Specifications • for Public. Works requirements. The Verizon Service Planner for the Construction. ' area is Robert Flores at(714)375-5364. C. REFERENCE SPECIFICATIONS AND 4. Verify, furnish, and install all service conduit and STANDARDS - fittings, and all wire not furnished by the serving utility. • 1. General: all work specified herein shall conform to or exceed the applicable requirements of the 5. Verify the exact location of each service point and referenced portions of the following publications. • type of service, and pay all charges levied by the serving utilities without additional cost to the CITY. . a. National Electric Code. • b. Title 8, Industrial Relations, Subchapter Electrical - Safety Orders, California Administrative Code. 55 • R:SPECS\Seal Beach,City oftBocing Pump Station Contract Doc(Fcb'03) • • E. PERMITS AND INSPECTIONS b. Check load side of each circuit breaker for proper voltage. Permits and inspection fees shall be obtained and paid for by the CONTRACTOR. CONTRACTOR or developer c. With pumps in the hand mode,check amperage shall provide a street address for the lift station. on each lead to determine if there is excessive amperage draw. Test phase to phase voltage for F. CONTRACTOR SUBMITTALS balanced acceptable levels. 1. Shop Drawings: Shop drawings shall be submitted d. Check pump set points for the following: for all equipment items to be used on the work unless I. Starting/Stopping Lead Pump otherwise indicated by the CITY. 2. Starting/Stopping Lag Pump 2. No Materials,equipment,apparatus,or fixtures shall be purchased or installed unless and until such e. Simulate pump seal and thermal overload materials,and other items have been approved by the CITY. - f Verify all pilot lights and alarms are functioning properly. G. QUALITY ASSURANCE g. Verify operation of elapsed time meters 1. Field control of Location and Arrangement: The drawings indicate diagrammatically the desired h. Disconnect service voltage to check operation of location and arrangement of outlets, conduit runs, the gen-set and automatic transfer switch. equipment,and other items. Exact locations shall be determined in the field based on the physical size and i. Trigger all alarms to the dialer system. Verify arrangement of equipment, finished elevations, and conditions are being received by the appropriate obstructions. Locations indicated on the drawings, on-call personnel. 'however, shall be adhered to as closely as possible. PART 2—PRODUCTS 2. Workmanship: All materials and equipment shall be installed in accordance with printed MATERIAL—GENERAL recommendations of the manufacturer, which have been approved by the CITY. The installation shall be 1. All materials furnished under this specification shall accomplished by workmen skilled in this type of be new, in accordance with the specifications of the work. The installation shall be coordinated in the Institute of Electrical and Electronic Engineers field with other trades so that interferences are (IEEE), National Electrical Manufacturer's avoided. Associations (NEMA), National Fire Protection Association (NFPA), and the National Electrical 3. Provide adequate means for and fully protect all • Code (NEC), and shall bear the Underwriters' finished parts of the materials and equipment against Laboratories label where such service is regularly damage from any cause during the progress of the available. work and until acceptable by the CITY. 2. All equipment for the same purpose shall be of the 4. Wire Tests: All wiring and connections shall be same make. tested for continuity, short circuit, ohm meter resistance and improper grounds. Any failure shall 3. Service Requirements: All outdoor equipment, be corrected in a manner satisfactory to the CITY. fixtures, and wiring devices shall be of approved weatherproof construction (NEMA 3R unless 5. System Tests: the following tests shall be performed otherwise shown). in the presence of the CITY's representative prior to final acceptance of the pump station. B. CONDUCTORS a. Check incoming service voltage on line side of 1. Wire and Cable: All wire shall be delivered to the the main circuit breaker to verify all phases and job in unbroken packages and each package shall neutral are at acceptable levels. bear the Underwriters' and manufacturer's labels, 56 R:SPECS\Seal Beach,City oRBoeing Puny Station\Comma Doc(Feb'03) • • • showing the date of the manufacture and maximum . bonded continuous exterior gray polyvinyl allowable voltage. chloride jacket. 2. Conductors: • Low-voltage wiring (600 volts and b. Conduits, 11/4 inch and Smaller shall be equipped below)shall conform to the following requirements. with an internal copper bonding conductor a. All wire shall be copper. • wound spirally in the space between each convolution for the equipment ground provided b. All wire shall be stranded conductor. - by the manufacturer. • c. Minimum wire size shall be No. 12 AWG. c. Separate Ground Conductor shall be provided by d. Conductors shall have THHN-THWN insulation. the CONTRACTOR in liquid-tight flexible • - conduits that do not have the internal copper C. CONDUIT bonding conductors included by the manufacturers. • 1. Conduit in Exposed Locations. Conduits shall be PVC coated steel, hot-dipped galvanized and d. Manufacturers for liquid-tight flexible conduit equipped with couplings and thread protector caps. shall be Anaconda, Electri-Flex, Universal or The surfaces and threads shall be corrosion-resistant -approved equal. - coated. Conduits shall be in ten foot lengths. - Supports shall be provided for all conduits. A D. CAST METAL BOXES AND FITTINGS polyvinyl chloride coating shall be bonded to the - outer surface of rigid steel conduit and couplings. Provide conduit outlet bodies,boxes,fittings,gaskets,and - The plastic coating shall have an average thickness of covers for steel conduit installations as indicted and 0.020 inches on%:-inch,34-inch and 1-inch conduits. required. The outlet bodies, boxes, fittings and covers For PVC conduits, 11/4-inch and larger, the coating shall be cast iron alloy and threaded hubs, and of shall have an average thickness of 0.040 inches. The sufficient size to provide free space for all conductors that polyvinyl chloride coating shall be as manufactured shall be enclosed. All boxes and fittings exposed to the by Youngstown, Kor-KAP,• Occidental Coating, weather shall be weatherproof. The-materials shall be Robroy or approved equal. manufactured by Crouse-Hinds,Appleton,Pyle-National, • Efcor,or approved equal. 2. For Underground Installation, the conduits and fittings shall be polyvinyl chloride as manufactured 1. Covers and Gaskets shall be provided for all conduit by Carlon, or approved equal. All the conduit shall outlet bodies,boxes and fittings. The covers shall be be of one type, and low temperature, corrosion and cast iron alloy and equipped with neoprene gaskets. moisture resistant. Non-metallic conduits shall be 2 heavy wall rigid, suitable for direct burial and E. CONVENIENCE RECEPTACLES • encased all around with 3 inches of concrete with red coloring. - 1. All convenience'receptacles shall be specification- grade,GFI,20-Amp, 120-Volt,3-wire,straight-blade All bends in the PVC conduits of 30°or greater shall type with one pole grounded, rated for a hazardous be accomplished by rigid galvanized steel fittings location as indicated on the drawings. covered with plastic tape so that none of the steel conduit is in contact with the earth. 2. All receptacles indicated as GFI shall be the ground fault circuit interrupting type. 2. All conduit shall be of the same make and shall bear the Underwriters' label on every length. • 3. All receptacles indicated as WP shall be equipped with weather-proof boxes and covers. 3. Flexible Conduit. Liquid-tight flexible metal conduit shall be provided for short connections to equipment •F. LIGHTING FACILITIES as shown on•the Drawings and as required which -withstand temperatures from-50°F to+220°F. 1. Lighting Fixtures: Lighting fixtures shall include all hangers, backing, ballasts, supports, lamps, sized as a. Liquid-tight Conduit shall have an interlocked required or as indicted and specified. All fixtures flexible galvanized steel core with a permanently shall be completely ready for operation except as noted in special cases. 57 • R:SPECS\Seal Beach,City ofBoeing Pump StatioulContraci Doc(Feb.03) 2. Fixture and outlet boxes exposed shall be cast metal b. Control,alternation,logic function,alarm and all with threaded hubs. other control components used in the control system shall be performed by solid-state 3. Lighting fixtures shall be as shown on the plans. components which shall be standard catalog items of the system manufacturer, with proven G. NAMEPLATES field performance. The controller shall be U.S. Filter D153U Triplex Controller/Alternator, or Nameplates shall be black-white-black laminated approved equal. At least one module of each phenolic,with the characters cut in the black,exposing the type used in the system shall be stocked by the . white, and shall be designed for attachment with screws. system manufacturer for system expansion or renewal parrs purposes. It is the intention of this H. TOGGLE SWITCHES , . - specification to disallow non-standard,"one of a kind", experimental, unproven combinations of Toggle switches shall be 20-amp, 125-volt, single-pole, equipment. rated for hazardous locations and as indicated on the Drawings. c. The services of a factory trained, qualified representative shall be provided to inspect the I. GROUNDING completed installation, make all adjustment • necessary to place the system in trouble-free I. Ground rods shall be % inch by 10 feet long of operation and instruct the operating personnel in copper-clad steel with drive heads. the proper care and operation of the equipment. 2. Ground conductors shall be medium hard drawn, d. The pump control panel is designed to standard copper, bare for direct burial and green automatically operate the pumps as indicated on insulated for installation in conduits. They shall be the drawings and as described in the following sized to comply with the National Electrical Code. paragraphs. 3. All ground connections shall be made by the The pumps are actuated by wet well level as exothermic weld method,except ground connections measured from an ultrasonic level control at ground rods shall be of the bolted clamp type. system. Pump operation is as follows: 4. The grounding system shall be installed in Normal Operation accordance with the National Electrical code and all State and local codes and regulations. The lead pump is called to run when the wet well level reaches elevation -13.00 feet (lead pump 5. All non-metallic conduits shall have a code sized run setpoint). It continues to run until the wet ground wire installed. well level is lowered to elevation -16.50 feet (low water setpoint), which causes the pump to J. PUMP CONTROL PANEL shutdown. At the completion of each pumping cycle, the pump - alternation system shall 1. An integrated pump control panel shall be furnished automatically switch lead and lag designations of and installed as indicated on the plans and as the pumps. - - • specified herein. Complete electrical diagrams with functional description and catalog brochures shall be Should the wet well level continue to rise to submitted for approval of the CITY prior to elevation-12.00 feet(lag pump run setpoint),the fabrication. To ensure compatibility of equipment, lag pump will be called to operate. The lead and the pump control panel shall be furnished by the lag pump will operate together until the wet well pump supplier. No exceptions shall be allowed to is lowered to elevation -16.50 feet (low water this requirement. setpoint), which will cause both pumps to shutdown. a. The pump control panel shall be housed in a NEMA 3R enclosure sized as required,painted Pump Failure in accordance with Section 09900 (System 10). Should a pump fail when called to run,it will be locked out from operation and the lag pump shall • be called to operate. The failure will be 58 R:SPECS■Seal Beach,City of'Boeing Puic Station\Contract Doc(Feb'03) indicated on the control panel and will cause a f. Intrusion System signal to be sent to the dialer system notifying CITY personnel of the failure. Limit switches shall be installed on the outer door of the pump control panel enclosure, and Once failed, a pump may only be reset by the pump station wet well and valve vault entry manually depressing the reset button at the pump hatches. Opening of either door will cause control panel. Under no condition will the pump timing of a relay, which to be timing out, shall signal an intrusion alarm to be registered on the automatically reset, control panel: The intrusion system may be The following conditions shall cause pump disarmed by corning a key switch on the pump pump failure: control to the "off'position.• High Motor Temperature ' • - g. Level Control System • • Motor Overload • Levelmeasurement in the wet well shall be by an ultrasonic type system. A seal failure shall not cause shutdown of the pump.. The ultrasonic measuring system shall be the Hydroranger, with an XPS-15 transducer, as Back-Up Float System manufactured by Miltronics or approved equal. The transducer shall be self-cleaning,with built- The back-up float system can operate the pump station should there be a failure of the ultrasonic in temperature compensation, hermetically level system. A high level float will be set at sealed,6°-beam angle,suitable for installation in elevation-10.00. Should the wet well reach this a sewage pumping station wet well. The unit level, the control system shall initiate a timed shall be supplied with 50 feet of cable. pump down using both pumps. A U.S. Filter The microprocessor shall be programmed to log CHIT,B300,single stage controller,or approved run time, and measure totalized pump station equal shall be used for this function. flow based upon wet well geometry. Output shall include a 4-20mA signal to the U.S. Filter The pump station shall be capable of operating D153U controller. The power supply shall be indefinitely in this mode. 115 volts. The manufacturer shall provide training,and operation and maintenance manuals • The high level float shall also cause indication to the CITY. Two ultrasonic level systems shall on the pump control panel and a signal to be sent be provided. • to the telemetry system notifying the CITY of the alarm conditions. - h. Relays • e. Dialer 1. Relays shall be dust tight and suitable for installation in the distribution section of the The CITY will furnish to the CONTRACTOR main and meter panel. • • for installation in the pump control enclosure,an automatic telephone dialer. The 2. The coil shall be suitable for operation at 120 CONTRACTOR shall be responsible for all volts, A/C, and contracts shall be rated not coordination required to obtain the unit. The - less than 90 amperes. following signals shall be provided to the dialer: Alarms i. Selector Switches I) Power Fail Selector switches shall be heavy-duty oiltight 2) Pump No. 1 Fail type. 3) Pump No. 2 Fail . . Switches shall be provided complete with cover, 4) Wet Well High-High Level(float) " front escutcheon, handle and with the legend 5) Unauthorized Entry . plate engraved by the switch manufacturer in 6) Generator Low Battery accordance with the Drawings. The 7) Generator Run manufacturer's standard contact development 8) Generator Fail diagram shall be submitted for each different switch arrangement required. The development • 59 R:SPECS\Seal Beach,City oN3oeing Pump Station\Contract Doc(Feb'03) • • diagram shall identify each switch it describes three-pole branch circuit breakers, as and shall call out all special operating features in- required. Branch circuit breakers shall be • addition to providing the standard contact status quick-make, quick-break, trip free, trip for each switch position. indicating with thermal magnetic tripping elements. Circuit breakers shall be plug-in Where no callout is given, the CONTRACTOR type, having a minimum 10,000 ampere shall use the diagrammatic symbol to determine interrupting rating at the utilization voltage. the type of selector to apply in conformance with Bus bar shall be 99 percent conductivity the electrical symbols drawing. copper. All circuit breakers shall be 15A unless otherwise specified. A main breaker • j. Elapsed Time Meters and a solid neutral shall be furnished. Elapsed time meters shall be of the 2-1/2-inch 2. All circuits shall be marked as to their square case type for flush panel mounting. The utilization on a typewritten schedule, in a totalizing meter shall have 8-digit register with windowed frame inside the door. the last digit indicating tenths of an hour, non- resettable type. 3. Comply with the applicable provisions and recommendations • of the referenced k. Indicating Lamps specifications and standards, Section C. Indicating lamps shall be oiltight units. Units for 4. The Load Center shall be as manufactured alternating current systems shall include a 6-volt by Square D, General Electric,or equal. transformer and 6-8 volt No. 44 lamp and shall n. Motor Starters be of the illuminated pushbutton type with the . pushbutton wired for the push-to-test function Motor starter shall be NEMA rated, 3-pole • required. Lamps for 24 volts or less DC systems polyphase 600 volt AC 60 Hz 120V coil rated. shall be full voltage type. Higher voltage DC Full voltage non-reversing with motor overload • systems shall utilize a No. 1835 lamp with protection melting alloy-type thermal overload resistor as required. Appropriate lens caps shall - relays Square D Class 8538 or equal with hand- be provided. off automatic switches. . . • L Circuit Breakers o. Flow and Pressure Indicators Circuit breakers on combination type starters Digital indicator shall accept a 4-20 analog and shall be fully magnetic with instantaneous trip pulse signal inputs, and display the value of the adjustments. The breakers shall have continuous process variable on a large(0.56 inch), easy-to- - ratings to match the motor nameplate - read 41/2 digit LED display. The value of the horsepower shown on the single line diagrams. process variable shall be displayed in • The circuit breakers shall have a minimum of six engineering units, complete with overload .trip adjustment points. Circuit breakers shall ndication. The display shall be updated four also have provisions for manual tripping. This times per second for accurate indication of short trip device shall provide mechanical stimulation term variations. The indicator shall be suitable of overcurrent tripping through activation of for front panel mounting. Zero and span linkages and latch surfaces that are not operated - adjustments shall be provided. Decimal point by the circuit breaker handle. indication shall be field adjustable. Over-range indication shall be provided. Response time The external operating handle of the circuit shall be 500 MS, to 0.1% accuracy. The units breaker shall have provisions for installing a shall also provide 4-20 mA and pulse signal padlock in the open position. outputs. p. Thermostats m. •Load Center Thermostats shall be line voltage, heavy-duty I. The CONTRACTOR shall provide load type. Thermostats shall have of-auto switch with center with number of branch circuits as thermometer,50°F to 140°F set point range,and shown on the plans. The load center shall - motor current rated contacts. be mounted in the Electrical Enclosure. Load Center shall have single or double Thermostats shall be Honeywell T63 I C-1020 or • equal. 60 - R:SPECSt Seal Beach,City oMooing Pump Station\Contract Doc(Feb'03) • q. Transformers K. FLOAT SWITCHES' • Transformers to be UL listed and labeled where Float Switches shall be direct acting with a single pole listing applies. mercury switch which activates when the longitudinal axis Construct transformers in accordance with ANSI of the float is horizontal and deactuates when the liquid C898.2,NEMA ST-20,and UL listed under the level falls I-inch below the actuation level. The switch requirements of Standard 506. shall be • encapsulated in a chemical resistant Transformers rated 2 kva and above shall have polypropylene casing with a firmly bonded electrical cable protruding. The entire assembly shall be watertight Class B, 80 C rise insulation system. and impact resistant. Float switches shall be roto-float as Transformers rated 3 through 25 kva shall have manufactured by Anchor Scientific or equal. Class F, 115 C rise insulation system and shall , . have copper windings. L. FLOW SWITCH • Transformers 5 kva and larger shall have two The swinging vane-type flow switches shall be sized and 2'h% FGBN and two 2'/:%. FCAN taps on the adjusted forthe application shown on the plans. The primary side and shall have copper windings. - switch assembly shall be isolated from the flow by a Core and coil shall be encapsulated in an diaphragm or suitable seal. The switch unit shall be single insulating resin of the class equal to the pole,double throw and shall be hermetically sealed. The temperature rise and shall be embedded in a actuator vane and other wetted parts shall be stainless resin and filler system to attenuate the sound steel, monel, brass or other corrosion resistant material level. - suitable for the application. All flow switches shall have Transformers shall be Square D Company NEMA Type 7 enclosure,which are explosion-proof for Transformers shielded type or equal. installation in Class 1 Division 2 hazardous areas in accordance with NEC Article 500. r. All wiring shall have not less than 600 volt M. MANUAL MOTOR STARTERS insulation and all power wiring and bus shall be in complete conformity with the National Toggle operated,horsepower rated with thermal overload Electric Code and state and local and NEMA protection, with auxiliary overload contact and N.O. Electrical Standards. Control wiring shall be interlock and hand-off auto selector switch if noted on the color coded. All job connections required to Drawings. Provide phenolic nameplate identifying the conveniently replace control components shall equipment controlled. Manual starters shall be famished be made at approved type terminal blocks with with an explosion-proof enclosure suitable for Class I engraved Bakelite marker strips or similar Division 2 locations. approved means. s. The pump control panel shall include all PART 3—EXECUTION components as indicated in the contract A. INSTALLATION drawings. t. Adequate space shall also be provided in the 1. Equipment Inspection. The CONTRACTOR shall control panel to house the automatic transfer. examine all equipment at the site and determine that it is the specified equipment,or approved equal,that switch. .The pump control panel supplier shall be responsible for all coordination'associated it is new and that it is capable of the required • with obtaining and installing the transfer switch performance. in the control enclosure. 2. All electrical equipment materials shall be installed u. The above equipment shall be provided in a neat securely in place. and professional manner and shall be tested at 3. All anchors and fasteners shall be of types designed the manufacturer's facility to insure proper for the intended purpose and shall be capable of operation of the pumping equipment. adequately, safely, and permanently securing the material in place. 61 • R:SPECS\Seal Beach,City o6Boeing Pump station\Contract Doc(Feb'03) • • 4. Omissions or conflicts on drawings or between B. QUALITY ASSURANCE drawings and specifications shall be brought to the attention of the CITY for clarification before I. Manufacturer's Qualifications: The manufacturer proceeding with the work. shall have been regularly engaged in the production and installation of engine generator sets, automatic 5. Equipment Nameplates: The CONTRACTOR shall transfer switches and associated controls for a provide and install nameplates for all disconnect minimum of ten(10) years. The manufacturer shall switches,breakers,starters,remote control switches, have complete parts and service facilities and a panels,and cabinets. • factory trained serviceman available on a 24 hour basis. 6. Grounding: Good electrical contact shall be made at all panel boards, outlet boxes,junctions boxes, and . 2. The manufacturer of the equipment specified herein wherever the conduit run is broken, and all conduit shall be required to review and satisfy all relevant fixtures, motors, service, and other.equipment shall requirements of other sections of the Contract be permanently and effectively grounded as required Documents and the requirements of the Contract by all applicable codes and regulations of the State of Drawings. 'The Contractor, manufacturer, supplier, California and the local code enforcement agency fabricator and/or subcontractors furnishing and havingyurisdiction. installing equipment, services and specialties associated with this section of the Special Provisions 7. Systems test shall be conducted in the presence of the shall not be entitled to any compensation for claims CITY's representative. that are based on failure to review all relevant Contract Documents and Contract Drawings. 8. Install conduit seals as required by the NEC Article 501 for Class 1 Division 1 hazardous locations. 3. Requirements of Regulatory Agencies: a. Local Ordinances: The Manufacturer shall comply with all Rules and Regulations of the SECTION 16400 applicable inspecton authorities and will conform to N.E.C. STANDBY POWER GENERATOR/AUTOMATIC TRANSFER SWITCH b. Permits: The Manufacturer shall obtain, complete and submit all required exhaust PART 1 -GENERAL emissions forms to the applicable inspection authorities and obtain, in a timely fashion, a A. DESCRIPTION written Authority to Construct and a final Permit to Operate. 1. Scope: Contractor shall furnish all labor, materials, c. Compliance Tests: The manufacturer shall services, equipment and incidentals required to perform on-site 100 % load tests in accordance furnish, install, test and place in satisfactory with the inspection authorities requirements. operation, an outdoor 100 KW natural gas engine Load banks shall be provided by the generator set, AC alternator, automatic transfer manufacturer for these tests. switch and system controls complete with all appurte- nances. d. Transfer switch to be labeled under UL 1008. 2. Related Work Specified Elsewhere: 4. Contractor Responsibility: The Contractor shall be a. Section 03300 Cast-In-Place Concrete solely responsible for purchasing, permitting, submittal review and coordination with plumbing, b. Section 09900 Painting site civil, instrumentation and electrical work. The Contractor shall pay all processing, permitting and c. Division 15 Sections on Piping and Valves testing costs. d. Division 16 Electrical 5. Source Quality Control: 3. The General Equipment Provisions(Section 16000) a. All materials, equipment and parts comprising shall apply to all equipment furnished under this the unit specified shall be new, of current Section. manufacture and of the highest grade. 62 R:SPECS\Seal Beach,City oPBoeing Pump Swoon Contract Doc(Feb'03) • • b. The engine generator set shall be factory b. Engine data sheet including,as a minimum,type, assembled and tested to determine that it is free make and model of engine, fuel consumption at - from electrical or mechanical defects and to rated load,maximum horsepower at rated RPM, assure that it meets design specifications. piston displacement, rated revolutions per minute and number of engine cycles. 6. Reference Standards: Comply with applicable provisions and recommendations of the following c. Generator data sheet including, as a minimum, except where otherwise shown or specified; _ design type, continuous and standby rating in kw, voltage, • phase, frequency, winding a. NEMA MG1,Motors and Generators, insulation class and temperature rise, coupling b. NEMA MG2, Safety Standard for Construction • and voltage regulation capability. and Guide for Selection,Installation and Use of d. Additional - manufacturer's literature, Motors and Generators. specifications,and Engineering data necessary to fully describe engine-generator set and all 7. Performance Tests: - appurtenances and to substantiate compliance a. Factory Tests: Standard production tests'shall with the Specifications. be performed at the factory after assembly to e. Standard published curves of engine-generator verify proper operation and performance. set rating. Special or -maximum ratings not b. Field testing shall be performed by a factory acceptable. trained serviceman as coordinated by the f: Calculations confirming motor starting Contractor as described in Section 3.2.B. capability. 8. Manufacturer's Field Services: The Contractor shall g Weight of the unit(including all components). provide the following services in addition to any h. A list of any and all instances where equipment other services specified herein,and required by these proposed deviates from the Specifications. Specifications. i. AC and DC wiring diagrams. a. A factory trained manufacturer's representative shall be provided for a minimum of one(1) trip J. General Permit Registration for"pre-permitting" • and a minimum of one (1) eight hour day to engine generator with SCAQMD. provide installation supervision and start-up k. Vibration isolation certified calculations for services and O&M training services. The Zone 4 installations. installation services shall be coordinated with the Construction Manager. The start-up and O&M I. Wiring Diagrams for automatic transfer switch. services shall be coordinated with the Owner via the Construction Manager. 2. Operation and Maintenance Manual: Submit complete manual including: b. After installation supervision services by the manufacturer,the Contractor shall submit to the a. Copies of all shop drawings, test reports, Owner via the Construction Manager, a maintenance data and schedules, description of certification letter on the Manufacturer's operation and spare parts information. letterhead and signed by the Manufacturer b. Furnish operation and maintenance manual in certifying that the equipment was installed per conformance with requirements of Division 1. the Manufacturer's recommendations and • requirements. PART 2-PRODUCTS 9. All costs, including travel, lodging, meals and A. GENERAL • incidentals shall be included in the Contractor's lump sum bid price. _ 1. The following generator set is required: C. SUBMITTALS • Number Required- 1 • Rating - Minimum 100 KW, 0.8 power factor, 1. Submit for approval the following: 480/277 volt, 3 phase, 4 wire, 60 Hz when a. Outline drawings including overall dimensions equipped with all accessories. of the unit. • Cooling System-Radiator Type 63 R:SPECS\Seal Beach,City oPBoeing Pump Station\Contract Doc(Feb.03) • • • c. Coolant: System shall be filled with a 50 percent 2. The set shall be rated for continuous 24-hour per day solution of ethylene glycol. operation, without duration of the above rating, for d. High engine temperature shutdown. the duration of any utility outage up to a maximum of 30 days. e. Loss of coolant shutdown. 3. Ambient Conditions: _ f. Jacket Water Immersion Heater: 1. Jacket water heater shall be provided to a. Temperature: 115 F. maintain coolant temperature of 90°F while b. Altitude: 30 feet above sea level. the engine is idle. Heaters shall accept 120, 240 or 480 volt AC single phase power and B. ENGINE-GENERATOR UNIT include thermostatic controls. Hoses to and from the heater shall be industrial quality 1. Engine: , which exhibit long life in operational • The engine shall be a stationary,liquid cooled, 1800 environments. Manual shutoff valves shall rpm, four cycle design, vertical inlihe, with wet be incorporated to isolate the heater during exhaust manifolds. It shall have 6 cylinders, with servicing. minimum displacement of 638 CID and be 5. Lubrication System manufactured in the United States. The lubrication oil pump shall be a positive 2. Engine Equipment: displacement type that is integral with the engine and gear driven from the engine gear train. The system The engine shall be equipped with air filters, lubricating oil cooler, filters, and pressure gauge, shall incorporate full flow filtration with bypass valve water pump and temperature gauge, service hour to continue lubrication in the event of filter clogging. meter, flywheel, and flywheel housing. The bypass valve must be integral with the engine filter base or receptacle. Systems where bypass 3. Engine Construction: valves are located in the replaceable oil filter are not acceptable. Pistons shall be oil cooled by continuous a. Steel backed bearings. jet spray to the underside or inside of the crown and b. Crank Case: Reinforced cast iron. piston pin. c. Crank Shaft: Forged alloy steel with hardened 6. Gaseous Fuel System journals, finished and dynamically balanced. The gaseous fuel system shall consist of gas pressure d. Cylinder Head: Cast iron. regulators and carburetors. A balance line between e. Pistons: Aluminum alloy with chrome faced the regulator and engine inlet air manifold shall be provided to compensate for air cleaner restriction and rings. turbocharger boost. The carburetor shall be a f Replaceable cylinder liners and valve seat diaphragm type which includes a load screw for air- - inserts. fuel ratio adjustment,and throttle body to control the air-fuel mixture to the engine. 4. Cooling System: a. Cooling system shall employ an engine-mounted 7. Ignition System: split core radiator with duct flange and guard The ignition system shall be the low tension type and capable of cooling the engine when operating consist of magneto,transformers, and spark plugs. under full load conditions in an ambient temperature not exceeding 115 F. 8. Governor, Hydraulic: b. Engine shall be provided with a thermostatic The engine governor shall be Woodward PSG valve placed in the jacket water outlet between hydraulic with externally adjustable speed droop of 0 the radiator and the engine to maintain proper (isochronous)to 10%from no load to full rated load. jacket water temperature. Engine driven jacket Steady state frequency regulation shall be±0.25%. water circulating pump shall be provided to circulate water through the engine cooling 9. Belt Guarding: system. • 64 R:SPECS\Seal Beach,City of\Bociug Puny Station\Contract Doc(Feb'03) • • • The belts shall be covered with 14 gauge punched accommodate DC power requirements of the steel mesh guarding for personnel protection. control panel and any other accessories requiring DC power. 10. Exhaust Systeni: b. Charger: Automatic float charger, current Flexible stainless steel exhaust connector and critical . limited, with DC ammeter and voltmeter, grade silencing muffler mounted as indicated in the equalizing timer and capable of recharging the Drawings and per manufacturer's recommendations. batteries to full charge in not more than six hours after three crank cycles, 120 VAC, 10 amp lead The engine exhaust system shall be installed to 'acid battery. discharge combustion gases quickly and silently with minimum restriction:System including silencer shall c. Engine driven battery charging alternator, 35A be designed for minimum restriction, and in no case - 24V DC. • shall backpressure exceed 27 in H2O. Heavy walled d. Batteries shall be on generator skid. piping, Schedule 40, shall be used;with radii of 90 bends at least 1-1/2 times the pipe diameter. Piping 13. Alternator: • shall be installed with 9 in.minimum clearance from Revolving field, 4-pole,12 lead, threephase, 60 Hz combustible material or incorporate appropriate rated at 100 KW, brushless excitation, open • insulation and shielding. Piping shall be supported drip-proof self ventilated enclosure; class F and braced to prevent weight or thermal growth being transferred to the engine and flexible expansion insulation,skewed stator,dynamically balanced rotor, fittings provided to accommodate thermal growth. fullamortisseurwindings,epoxycoatingonrotorand •Support dampers and springs shall be included where stator for abrasion and humidity protection, solid 'necessary to isolate vibration. Long runs of pipe state voltage regulator. shall be pitched away from the engine and water traps a. Voltage Regulation: +/-1 percent from no load installed at the lowest point. Exhaust stacks shall be to full load. extended to avoid nuisance fumes and odors. b. Voltage Adjustment:.+/-5 percent with rheostat in generator control panel. 11. Sound attenuated enclosure: Enclosure shall be critical grade and limit noise level c. Voltage Wave Form-Deviation: Per NEMA to 72 db at 23 feet. It shall be weather protective and MG 1-22.43. constructed of 14 to 16 gauge steel with removable d. Telephone Influence Factor: Per NEMA hinged side panels to allow for inspection and . MG1-22.43. maintenance. The enclosure shall be coated with ASA gray primer and two coats of high-gloss, e. Overload: Capable of sustaining a 10 percent weather-proof sag resistant vinylac in the bonding _ overload for 2 hours. process:-Exterior holes and openings in the enclosure f Short Circuit: Include a permanent magnet pilot shall be covered with galvanized mesh to prevent exciter, in addition to the standard exciter, to entry of birds and rodents. Doors shall have a increase fault current to 3 times full load rating. common keyed latch. Provide two sets of keys. All sound deadening materials shall be fire retardant and 14. Control Panel: installed to prevent sagging or falling off in the future. The control panel shall be designed and built by the engine-generator manufacturer. It shall be mounted 12. Starting System: on the generator set and incorporate 100%solid state 24V DC system complete with engine driven microprocessor based control circuitry, sealed dust charging alternator, batteries, battery rack, charger tight, watertight modular components with metal and connecting cables between batteries and engine housings, and digital instrumentation. The panel electric starter. • shall be labeled with ISO symbols and comply with IEC 144, lOP 22, and NEMA 3R for external a. Batteries: Lead acid engine cranking type,rated environmental resistance, and IP 44 and NEMA 3R in accordance with engine manufacturer's for resistance of the internal sealed modules. requirements for a minimum of three 15 second cranking cycles at firing speeds without recharging. Batteries to be- sized to - 65 • 'R:SPECS\Seal Beach,City orBoeing Punta Station\Contract Doc(Feb'03) • • The panel shall include the following equipment: Breaker shall be mounted in the control panel or in a separate NEMA 3R enclosure on the a. Generator AC Output Metering Devices: generator. Back-lit LCD displays for volts,hertz,and amps in a single environmentally sealed module. 1. Extension Terminal Box. - b. -Engine Monitoring Devices: 15. Nameplate: Back-lit LCD to sequentially rotate display of operating hours,engine RPM,battery DC volts, In accordance with the requirements of NEMA oil pressure,and jacket water temperature. MG1-22.61. • c. Controls: 16. Painting: Generator voltage level rheostat and ammeter/voltmeter phase selector switch shall be a. All ferrous metal surfaces shall be cleaned and mounted on the panel door. The engine start- painted'in accord with Section 09900 of the stop switch shall be door mounted and include specifications(System 10). positions for off/reset, run/start, stop, and b. Color of finish paint to be manufacturer's automatic mode. Start-stop logic shall have • provisions for cycle cranking and cool down standard color. operation. C. UNIT ACCESSORIES d. Shutdowns/Annunciation: The generator set shall shut down and red -1. Exhaust Silencer flashing LEDs shall signal operational faults of Exhaust silencer(s) shall be provided of the size as high coolant temperature, low coolant recommended by the manufacturer and shall be of temperature, low oil pressure, low DC volts, critical grade. The silencer(s) shall be mounted as system not in automatic, overcrank, overspeed, indicated on the Drawings. All components must be and two(2)spares. properly sized to assure operation without excessive e. Safety Devices: back pressure when installed. ISO red emergency stop pushbutton shall be provided, and all controls, annunciation, and D. AUTOMATIC TRANSFER SWITCH monitors labeled with ISO symbols. Provide 150 amp,3-pole,277/480 volt 3-phase 4-wire,UL f. Display shall be provided for: 1008 listed automatic transfer switch with close and 1. Coolant temperature. withstand rating not less that 35,000 RMS symmetrical amperes when fed with a circuit breaker. Rating shall be 2. Oil pressure. obtained without contact welding. The close and withstand 3. Service hours. _ rating shall .be verified by UL witnessed test on representative test samples and shall be the rating in UL 4. Frequency Meter. listing procedures for the transfer switches supplied. g. Lamp test momentary push button controls and The transfer switch is to be mounted inside the pump wring' control panel enclosure. Coordinate transfer switch h. Common dry contact closing on alarm for installation with the pump control panel supplier. remote alarm and a single dry contact for remote run indication. 1. ATS Construction i. Reset Control: Manual or remote restarts shall a. 600 volt class, contractor-type, over-center not be permitted and alarm lamps'shall remain in the alarm state until manual reset is mechanism, double-throw construction, positive accomplished even if the alarm condition has electrically and mechanically interlocked to prevent simultaneous closing, and mechanically been corrected. held in both normal and emergency positions. j. Emergency stop switch for shutdown Transfer switches using interlocked circuit independent of cooldown timer. breakers or molded case switches are not acceptable. k. Main circuit breaker,manually operated,molded case type, 100 amp UL listed,with shunt trip and b. Automatic transfer switch shall be capable of full sized as required to protect the unit furnished. load manual transfer in either direction. Provide 66 R:SPECS\Seal Beach,City oflBoeing Pump Station\Contract fox(Feb'03) • • insulated manual operating handle. Manual • Unloaded running delay,0 to 10 minutes set handles shall be permanently attached. at 5 c. Contact shall be high-pressure, silver alloy with • Delay transition, both directions, isolating separate arcing contacts. Arc chutes shall be load from both sources,0.5-7.5 seconds,set made of heat absorbing material and include metal at 1 second. leaves and arc chutes insulating covers. • Test switch, key operated with and without d. Neutral contact shall be of same design and have transfer. the same steady state,withstand and closing rates Four (4) pilot lights for ATS position and •as phase contacts. Neutral and phase contacts shall be mounted on a common crossbar arranged source available. for simultaneous-switching. - • Engine start contacts wired to terminal block. e. Provide fully rated lugs for normal, emergency, • Aukiliary contacts• on both normal and load and neutral conductors inside cabinet. Power emergency wired to terminal block. switching contacts and cable connections shall have transparent protective covers for protection Electronic exerciser 7-day, load/no load and visual inspection. transfer. 2. ATS Automatic Controls f. Controls shall automatically retransfer the load from emergency source to normal source if emergency a. -Provide electronic controls, front accessible; source fails and normal source is available. mounted inside the cabinet door. All adjustable g. Transfer switch shall be Onan, Caterpillar or voltage sensors and time delays shall be solid equivalent. - state. Provide control disconnection plugs to de- - energize control circuits for service and testing. PART 3 -EXECUTION Controls shall meet IEEE-587-1980 requirements • for surge withstand. A. CONTRACTOR'S SERVICES b. Utility voltage sensors shall be close differential 1. Install the complete engine generator set including all type that monitor each phase individually. fuel connections in accordance with the Drawings, Voltage averaging is not acceptable. Monitors shall be temperature compensated;pick-up shall approved Shop Drawings and the manufacturer's be adjustable from 85% to 98% of nominal recommendations. voltage, set at 90%; dropout shall be adjustable - from 75%to 98%of pick-up,set at 85%.. 2. Engine-Generator Set Mounting: - a. Anchor Bolts: Type 316 stainless steel or silicon c. Generator voltage sensors shall be close differential type that .monitor each phase bronze. individually. Frequency sensors-shall monitor b. A template shall be furnished by the _ emergency source with pick-up set at 95% of manufacturer for setting anchor bolts, pipe nominal frequency. sleeves, and nuts for mounting the spring type d. Operating power for transfer and retransfer shall isolators specified to the concrete foundation. be obtained from the source to which the load is Bolts and nuts shall be furnished for bolting the being transferred. Maximum transfer time in isolators to the channel frame base of the either direction shall be six (6) cycles, unless engine-generator set: otherwise specified. c. Install concrete foundation in accordance with e. Provide the following time delays and rnanufac[iuei s requirements. components: 3. Silencer: Horizontal mounted as indicated on • Start delay 0 to 5 seconds set at 2 Drawings. • Transfer to emergency delay set at 0 4. Vibration Isolation: Provide flexible connections • Retransfer to normal delay 0 to 30 minutes between engine generator set and fuel lines, exhaust set at 10 system, conduit containing power or control cables Retransfer delay bypass,key operated and other externally connected support systems. • 67 R:SPECS\Seal Beach,City oABoeing Pump Station\Contnet Due(Feb'03) - • • B. FIELD QUALITY CONTROL C. WARRANTY 1. Required Manufacturer's Services: A qualified The standby electric generating system components, factory trained serviceman shall perform the complete engine-generator and instrumentation panel shall following services: have a 5-year,extended warranty by the manufacturer a. Supervise installation of the equipment specified against defective materials and factory workmanship. No herein. prorating will be acceptable. Such defective parts shall be repaired or replaced at the manufacturer's option,free of b. Inspect and , adjust the equipment after charge for travel and labor. An additional 48 months of installation and insure that it operates properly. the manufacturer's-extended warranty coverage shall be c. Instruct Owner's personnel in the operation and provided. The warranty period shall commence when the maintenance of the-equipment. A minimum of .standby power system is first placed into service. one(1) 8 hour day shall be provided. Multiple warranties for individual components (engine, • alternator, controls, etc.) will not be acceptable. 2. Field Tests: Satisfactory warranty documents must be provided. Also, in the judgment of the specifying authority, the a. Field testing shall be by a factory trained manufacturer supplying the warranty for the complete serviceman. _ system must have die.necessary financial strength and b. Perform witnessed 100% load tests with load technical expertise with all components supplied to provide adequate warranty support. -. banks. Make all necessary adjustments and re- tests to obtain required final Permit to Operate. D. SUBSTITUTIONS c. Apply the actual plant loads to test complete - load sequencing performance and to verify The emergency power system has been designed to the voltage drops on each step. specified manufacturer's electrical and physical characteristics. The equipment sizing,spacing,amounts, d. Verify the following: electrical wiring,ventilation equipment, fuel and exhaust I. That the entire installation has been made in components have all been sized and designed around Caterpillar(tm) equipment. Should any substitutions be accordance with the approved made, the CONTRACTOR shall bear responsibility for manufacturer's drawings, and that the units the installation,coordination and operation of the system and all auxiliaries are ready for operation. as well as any engineering and redesign costs which may 2. That fuel and lubrication systems are result from such substitutions. Alternate equipment complete, clean and filled with the proper suppliers shall furnish equipment submittals 14 days prior grades of fuel and lubricants. to bid date for approval to bid. As part of the submittals, the substitute manufacturer shall supply as a minimum 3. That the units and all subsystems start, engine, alternator and control panel wiring diagrams and operate, and shutdown as specified herein schematics. A separate list of all printed circuit boards and in accordance with manufacturer's with part numbers and current pricing must also be specifications. included. 4. That all safeties, alarms and shut-downs function at the correct set point and E. PAYMENT sequence. Payment for the standby generator shall be made at the 5. That the units accept load,govern speed and contract price for each. The payment shall include full regulate voltage as specified. compensation for furnishing all labor, materials, tools, e. Provide all equipment, lubricants and material equipment and incidentals and for doing all work as shown required for the field testing. on the plans, as specified in these specifications and so directed by Owner. f. Adjust and leave equipment in proper working order. g. Fuel supplied by Owner. 68 R:SPECS\Seal Beach,City oABoeing Pump StationAContract Doc(Feb'03) • • APPENDIX • • 12 MIN. _ 1 1 SACK I CK S!URRY I ` 1 PAVEMENT ZONE J — L w j L. ) i / Y. —� -'� RCN EACH SIDE OF PIPE (T"= a• PIPE 7 p� g'�=/A-. CRUSHED ROCK OR ZONE SAND EOUNAL-NI 30 MAT PA_ 01 / O' \ 'Y l I �3/a" CRUSHED ROCK J ' PIPE SUBCPADE PIPE BASE ' } '^^'.i '« / / i 1 %.Ie PIPE FOUNDATION ' \ ty Y.>:.' 1 NOTE FOR UNSTABLE SOIL–SEE NO 2 L t" MIN. –6-. 8- & 10- PIPE 6" MIN. – 12" PIPE AND LARGER A NORMAL BEDDING - M.H. 7:4 M.H. CHANNEL —4 I/ M.N. COUPLING COUPLING\ —�/' CASKET 7 " 1 TAPER PIPE AT � SPIGOT _ ._ Flt_ wit?' ! i GROUT - . `1 \ P.V.C. PIPE I I P.v.C. PLoE HOLE BASE . A PLAN SECTION A - A • NOTFS; MANN• !INN T •N • T. _ 1. CONCRETE ENCASEMENT PER SBSD SID. DWG. 5-10 SHALL. BE UScai WHERE THE TRENCH WIDTH AT THE UPPER UMIT OF THE PIPE ZONE EXCEEDS THE -MAX. WIDTH SPECIFIED ABOVE- 2. IF UNSTABLE SOIL IS ENCOUNTERED. CITY REPRESENTATIVE SHAD_ DETERMINE DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK REFILL MATERLAL 3. SEE 5250 STD. OwCS. S-1 & 5-2 FOR MANHOLE DETAILS. SEAL BEACH SEWER DEPARTMENT STANDARD DRAWING P.V.0 PIPE BEDDING & SPECIAL DETAILS REVISICNS ORA+m N0. T OAT. ApaROF..J CNEC O X01' •��,_ S -- 5 92 O,A= A. -7 BY E.SC.O t•C DEPT. S MARCH 97 ' +° MARCH 97 Y�i 7T,UP NO SCh E DIRE:70R OA ErPNC.-'RINC WI $Ht=i I OF i _,reaaC'V.I.-.r. ¢. a-n-u 0 cn Z W I I Q C M N J Z O 0- W M M z w I I _ 3NOZ HON-di < N 4 0 O 3NOZ 3did W - d CC C N N O < O Ln Q n © - W o W Z C II I u.. N U �W o C- <O I I_ _ a 0 I C U I I 0 O v _ n L. 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O C N • �� �� n a � � n / © W ? ry n H Y w m O W 4 U °m m •° '° ° ° Oyr . •" ,I W / O o if .� m W a°m - 4 J. > cc W N W .7 WW = �• m O O , 'n N IN • O .1 1 i ° ' J I 2 ^ 1¢- .\ r LI o o ° . m m 0 6 vie .n • :Nu': :2: z> LIT; Y° U W -"� 3 Jm y am¢. ¢Z o e 2 E et p 2 = 4 0 o r .r 0 0 '� W . N U N N m i r ` � W I I o. 5 amm °I O 01W W li VIDn7 1 I r Y m H W < 3 N 0 O ° 7 E$ W la i =z W F9. $/ F O W d G abanilla��'��'� o to B; 1H ¶fluJ! I'° m v� < ¢ ZU 03t 9R/LIT 11 °¢2a '� ° 6 mZI m� 1 a $ mww - m 4s. N IIyy E 2�GpR . za- 0 N� �ypf O J W Q 5 451.5 wcF zi 6� z� 3 ' ° g ; 3b O 7, 5 NN mp]C 'II O 0 cr br z - S°z5W toe= ° _,WZa Ojo h aNN �� mN N �,1 11� g ., YYW30mmcotNo .., L 0=5 • e --4-?_G ..g5 EE � 0 U e � 33�m 99 ° e o4 i =mp14 � ¢ t o • • OD ^_ 16 I �i 0=i�ifak 0 0 W I1 cr g B _ if y O _ 0 B" MIN. ,4W t _ I. --1 0 :1 r -7.-z.1 T !Ilk m I. VCP O J 1 22 16 1tr O / o GI \\ 12" MIN. ∎ � 20 7 NOTE: SEE DETAIL S-050 3/3 FOR DIPENSION TABLE. SHT 1 OF 3 .CDIMT 6ANITATION DISTRICTS NO SCALE ORANGE CDUrTT. CALIFORNIA PVC - LINED MANHOLE :::"' � �/ STANDARD DWG, 7[1R. alpao , 1X90 FOR SEWERS S- 050 Nod APPROVED DATE DIRECTOR OF EICINRRING DATE NOTES: O CROWN OF LATERAL SHALL MATCH CROWN OF TRUNK SEWER. O PVC TURNBACK OF VCP SHALL BE A MINIMUM OF 6" . O3PVC LINER PLATE SHALL BE HELD TIGHT TO OUTSIDE SURFACE OF VCP BY 1 /2" STAINLESS STEEL BAND WITH CONTACT CEMENT ADHESIVE APPLIED TO BOTH SURFACES. O PREFORMED CORNER WELD STRIP TO BE INSTALLED. OINSTALL NON-SKID SURFACE ON COMPLETE MANHOLE SHELF . BOTH SIDES OF MAIN CHANNEL PER THE STANDARD SPECIFICATIONS. O INSTALL 2 PREFORMED CORNER TURNBACKS UNDER FRAME. O7 PVC WELD STRIPS.. O COMPLETE CHANNEL LINED TO THE SAME DEPTH AS THE RCP LINING. OSIDES OF BASE TO BE EITHER FORMED OR POURED NEAT AGAINST UNDISTURBED EARTH. BASE MAY BE EITHER CIRCULAR OR RECTANGULAR. 10 MANHOLE SHELVES TO BE SLOPED 4" PER FT. TO CHANNEL. 11 INLETS SMALLER PERNDRAWINGANO. S-056. HAVE PVC 12 ECCENTRIC CONE TO BE SET WITH STRAIGHT SIDE ON DOWNSTREAM SIDE OF MANHOLE. ECCENTRIC REINFORCED CONCRETE FLAT TOPS MAY BE USED WHEN APPROVED BY C.S.D.O.C. ENGINEER PRIOR TO THE START OF THE JOB. 13 SHAFT JOINTS STEPSLARE TONGUE AND WITH 14 LESS THAN AFROM NOR MORE NEATO2TOP OF FRAME AND COVER SHALL BE NOT C6) 3/4" TO 1 " AC PAVING. VERIFY LOCAL CITY REQUIREMENTS WHICH GOVERN. i6 CONCRETE COLLAR SEE 5-055. 17 FRAME AND COVER PER DRAWING NO. S-053 AND S-055. 1B MANHOLE BASE SHALL BE CLASS "A" CONCRETE. SHT2OF3 STANDARD DWG S- 050 t () MANHOLES PLACED IN UNPAVED AREAS SHALL HAVE THE COVERS PLACED 18" ABOVE FINISHED GRADE. 20 ALL MANHOLES SHALL HAVE TWO 8" VCP STUBS INSTALLED AT 90' TO THE MAIN CHANNEL EXCEPT WHERE THE MAIN CHANNEL MAKES A TURN OF OVER 45' . 21 ALL UNUSED CONNECTIONS SHALL HAVE A FACTORY MADE PLUG INSTALLED IN THE BELL END OF THE PIPE AND A BRICK AND MORTAR PLUG IN THE SPIGOT END OF THE CONNECTION TO THE MAIN TRUNK SEWER CHANNEL. ALL VCP CONNECTIONS TO THE MANHOLE BASE SHALL HAVE 2-2' JOINTS. 22 PIPE ABOVE SPRING LINE TO BE REMOVED BY SAW CUTTING. REMOVED SECTION SHALL NOT BE LESS THAN PIPE DIAMETER OR 4' IN LENGTH. 23 INSTALLATION OF P .V.C. LINER PLATE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 25 OF THE STANDARD SPECIFICATIONS OF THE COUNTY SANITATION DISTRICTS OF ORANGE COUNTY. • DENOTES REINFORCED CROSS SECTION •• DENOTES BASE MUST BE REINFORCED CONCRETE PIPE SIZE A B C D 8"- 10" 50" 6, 36" 24" 12"-24" 60" 151Y, 36" 24 SHT 3 OF 3 27"-36" ▪ 9 35" 32" STANDARD DWG. O 0 10" 39"-54" 84" A.. 35" 48" x MT t# • • U T-LOCK , . - ,• CONC v ,- p v WALL I 1" WELD STRIP I , . ° e 6, I 1" WELD STRIP p . minT-LOCK BEND AND APPLY 1" WELD STRIP CONC WALL OR AFTER FORM CEILING SLAB • REMOVAL .. CORNER BEAM T-LOCK • 1" WELD STRIP 1" WELD STRIP T-LOCK CONC WALL - � - STAINLESS STEEL BAND CLAMPS ava-. IICONC WALL OR 1111 CEILING SLAB SPLICE - PVC THRU PIPE PLAIN SHEET PENETRATION 2"x 2" ANGLE STRIP METAL ANGLE, THIMBLE. OR `\\ \\ OTHER STRUCT PIPE PENETRATION, - , - , 7 Y ' SHAPE ° ;. p ADHESIVE ' - i e v,\ RECOMMENDED !7 \ v „ BY LINER MANUFACTURER p _ NOTES: p p ° v , SEALANT, RECOMMENDED 1. AT BUTT JOINTS, INSTALL 1" WELD ' d BY LINER STRIP ON FRONT AND BACK. MANUFACTURER 2. LINER RIBS SHALL BE ORIENTED VERTICALLY ON VERTICAL SURFACES. METAL EMBED COUNTY SANITATION DISTRICTS NO SCALE OR COUNTY, CALIFORNIA n, LINER - PVC STANDARD DWG. 11 90 No. APPROVED DATE cw a o m.oc ax S-065 wn • • CONTRACTOR TO PRINT COMPANY 4t NAME: 5� BOOK ' OF r'11 ' CONTRACT DOCUMENTS • DOCUMENTS TO SUBMIT WITH BID: BID PROPOSAL ACKNOWLEDGEMENT OF AGENDA INFORMATION REQUIRED OF BIDDER SAFTEY RECORD REFERENCES NON COLLUSION AFFADAVIT DESIGNATION OF SURETIES LIST OF SUBCONTRACTORS BID BOND FOR: BOEING SEWER PUMP ' i r'�a STATION I _ REPLACEMENT ( . s tf- CITY PROJECT NUMBER: �. xq# tea,{^"Fr>s',tAteta .:t a"'a' <e,�'fctx-+n Approved :east , I, ' BY 17. 2 /2-912 Doue as A. Danes,P.E. Director of Public Works Date These Contract Documents are the exclusive property of the Agency and shall not he used in any manner without prior consent of the " Agency.Any reuse of these plans and specifications by Others shall be at Other's sole risk and without liability to the Agency. 1dnvlv.sb publiclvorks.coin CITY OF SEAL BEACH -211 EIGHTH STREET-SEAL BEACH, CA 90740-637 1 • BOOK;i OF 111 INSTRUCTIONS TO BIDDERS 4 INFORMATION REQUIRED OF BIDDER 14 DESIGNATION OF SURETIES 21 ACKNOWLEDGEMENT OF ADDENDA 22 CONTRACTOR'S INDUSTRIAL SAFETY RECORD 23 NON-COLLUSION AFFIDAVIT TO BE EXECUTED 25 BY BIDDER AND SUBMITTED WITH BID - 25 . LIST OF SUBCONTRACTORS 26 BID BOND TO ACCOMPANY PROPOSAL 27 7 • 8-inch diameter force main, 16 feet without a license subjects the bidder o s`aj sr a of 18-inch diameter gravity sewer to civil penalties pursuant to ,.� a:�._S NOTICE (� �7 INVITING of line.I -inch in and installation sewer Business 8 Professions Code section e FJ SEALED BIDS 100 kW on-site natural gels engine §7028.15.The bidder must possess a m driven emu ency geneator, Contractor License SPECIFY No 1°c`' vey ec>`-,>' V contract will be awarded to any NOTICE IS telephone of natural gas and bidder who is not a properly licensed • HEREBY GIVEN Scaled proposals telephone service to the facility, for the work shown on the plans demolition and removal of the California contractor as required by existing facility and restoration of the California Business and • entitled: Boeing Pump existing landscape and hard scape. Professions Code. Station 'Project Replacement- OBTAINING CONTRACT As provided for in section 22300 of 'Project NO. 49725 in City DOCUMENTS: Contract the Public Contracts Code, the of Seal Beach will be received at the documents for the above-referenced Contractor may substitute securities Office of the City Clerk of the Citv project may be obtained at the Office for any monies withheld by the City of Seal Beach, 211 Eighth Street of the City Engineer, 211 Eighth • to ensure performance under the Seal Beach, CA 90740 until Street, Seal Beach CA, for a non- Contract. refundable fee of $30, or 540 if The Contractor shall not begin work 10 March on 003. at Thursday, mailed. No hid proposal will he March 27, 2003, at which under the Agreement until it has received unless it is made on the given the City of time they will be publicly opened official proposal forts furnished by comprehensive public liability and read. the City, is accompanied by an insurance and Workers' executed Non-Collusion Affidavit All bid proposals shall be made on Compensation Insurance coverage • and is accompanied by cash, a the proposal forms furnished together with additional Insured by the certified or cashier's check payable Endorsements. The successful accompanying and placed, together with the to the City or a satisfactory bidder's Contractor shall also famish 2 bonds accompanying documents and bond in favor of the Ciry executed by security,in a sealed package marked required by the State Contract Act. F" the bidder as principal and a Each of the said bonds shall he outside with the title of the project satisfactory surety company as and"SEALED BID FOR THE CITY surety, in an amount not less than executed in a sum equal to the OF SEAL BEACH'" - DO NOT 10% of the bid amount, as provided contract price.One of the said bonds OPEN WITH REGULAR MAIL" shall guarantee the faithful in Public Contract Code section § and addressed to the City Clerk at 20170 et. seq. Should the bidder to performance of the said contract by the above address in a sealed the Contractor, and the other said whom the contract is awarded fail to envelope bond shall secure the payment of enter into the subject contract, such All bid proposals must comply with bid security shall he forfeited claims for labor and material. pursuant to Public Contract Code The City reserves the right to reject the requirements contained in this p otherwise any or all bids or any parts thereof, Notice and in the specifications and section 20172, except as ct Code provided in Public Contract Code and to waive any irregularities or other contract documents. All bids p 20174. informalities in any bid or in the section§- reapparent compliance with such . requirements shall be opened and All work shall be completed within bidding,and to make awards in all or publicly ace read t alo la at the above- pan in the best interests of the City. 120 working days stated time at the place of bid receipt following the date specified in the WITHDRAWAL 'OF BID: No identified above. bidder may withdraw his bid for a written notice to proceed from the period of 60 days after the date set The Contractor shall furnish all City. period the opening of bids. necessary materials, labor, equipment and other incidental and At the time of the award of the CITY OF SEAL BEACH - proper construction nt work necessary is for the contract, the successful bidder shall possess a valid contactors license, ZZy�3 proper but nt of this project, P r including but not limited to the and shall comply with any applicable _ , submersible of a 490 gp:n duplex City requirements concerning suhmersihle sewer pump station, contractor qualificatios. Dire or of Politic orks, Date temporary force main,28 feet of new Submission of a bid by a bidder • • •• INSTRUCTIONS TO BIDDERS FORM OF BID PROPOSAL: Bid proposals the Specifications, and other Contract shall be made on the bid proposal forms found Documents, and shall provide the evidence of herein. The bid proposal shall be enclosed in a insurance and furnish the required bonds as sealed envelope bearing the name of the bidder specified in the Plans, the Specifications and and the name of the project as described in the other Contract Documents, within 15 calendar Notice Inviting Sealed Bids. days after written notice of the award. In case of DELIVERY OF BID PROPOSALS: The bid the successful bidder's refusal or failure to do so, proposal shall be delivered by the time and to the the cash, check or bond,.as the case may be, shall place stipulated in the Notice Inviting Sealed be forfeited to the City pursuant to Public Bids. It is the bidder's sole responsibility to see contract Code section § 20172, except as provided in Public Contract Code section § that his bid proposal is received in proper time. 20174. Under Section § 20174, if the lowest Any bid proposal received after the scheduled responsible bidder fails or refuses to execute a closing time for receipt of bid proposals may be contract, the City may award it to the next lowest returned to the bidder unopened unless an responsible bidder; if it does so, the amount of extension has been granted by the City. Bidders the lowest bidder's security shall be applied by or their authorized agents are invited to be the City to the difference between the lowest and present. next lowest bid, and the surplus, if any, shall be MODIFICATIONS AND ALTERNATIVE returned to the lowest bidder. No bidder's bond PROPOSALS: Unauthorized conditions, will be accepted unless it conforms substantially limitations or provisos attached to a bid proposal to the form set forth as required. will render it informal and may be cause for rejection. The complete proposal forms shall be QUANTITIES APPROXIMATE: Quantities shown on the Bid Sheet, in an estimate included• without inter-lineations, alterations or erasures, _ in the Special Provisions, or elsewhere herein unless each such correction is suitably shall be considered as approximate only, being authenticated by affixing in the margin listed for the purpose of serving as a general immediately opposite the correction the surname indication of the amount of work or materials to or surnames of the person or persons signing the be performed or furnished, and as a basis for the bid. No oral, telegraphic or telephonic proposals comparison of bids. The City does not guarantee or modifications will be considered. nor agree, either expressly or by implication,that WITHDRAWAL OF BID PROPOSAL: A bid the actual amounts required will correspond with proposal may be withdrawn upon request by.the those shown,but reserves the right to increase or bidder without prejudice to himself prior to the decrease the amount of any item or portion of date and time fixed for opening of bids, provided work or material to be performed or furnished or that the request is in writing, has been executed to omit any such item or portion, in accordance by the bidder or his duly authorized with the Plans, the Specifications and other representative, and is filed with the Director Contract Documents, without in any way Public Works. No bid proposal may be invalidating the Contract, should such increase, withdrawn for a period of 60 calendar days after decrease or omission be deemed necessary or the date set for the opening of bid proposals. expedient. BIDDER'S SECURITY: In accordance with ADDENDA: The Director of Public Works Public Contract Code section § 20170 et seq., may,from time to tune,issue addenda to the each bid proposal shall be accompanied by cash, Plans, the Specifications and/or other Contract a certified or cashier's check payable to the City Documents during the period of advertising for or a satisfactory bidder's bond in favor of the bids, for purposes of: (a)revising prevailing City executed by the bidder as-principal and a wage scales, (b) clarifying, correcting or satisfactory admitted surety insurer as surety, in otherwise amending quantities of work under the an amount not less than 10% of the amount Plans,the Specifications or other Contract named in the bid. The cash, check or bidder's Documents,or(c) for other appropriate bond shall be given as a guarantee that the bidder purposes. shall execute the contract for the project if it is awarded to bidder in conformity with the Plans, 4 • • Parties having obtained from the City the bid Specifications, Contract, and Site" of the General documents for the project shall be notified of and Provisions of these Contract Documents. furnished with copies of such addenda, either by DISQUALIFICATION OF BIDDERS: No certified mail,fax transmittal, or personal person, film, or corporation shall be allowed to delivery,during the period of advertising at no make, file or be interested in more than one bid additional cost. for the same work, unless alternate bids are DISCREPANCIES IN PROPOSALS: The specifically called for. A person, firm or bidder shall set forth for each item of work, in corporation that has submitted a subproposal to a clearly legible figures, a unit or line item bid for bidder,or that has quoted prices of materials to a the item in the respective space provided for this bidder, is a sub-p op hereby disqualified or undicfs from purpose. ether bidders or making a prime proposal. If In case of a discrepancy between the unit price there is a reason to believe that collusion exists and the total set forth for the item, the unit price among the bidders,all bids will be rejected. shall prevail, provided, however, that if the amount set forth as a unit price is ambiguous, RETURN OF BID SECURITY: The unintelligible or uncertain for any cause, or is successful bidder's security shall be held until the omitted, or if the unit price is the same amount Contract is executed. Bidders' security shall be as the entry in the "Total" column, then the :returned to unsuccessful bidders within a amount set forth in the "Total" column for the reasonable time but not in excess of 60 calendar item shall prevail in accordance with the days after the successful bidder has signed the following: Contract. (I) As to lump sum items, the amount set AWARD OF CONTRACT: The City reserves • forth in the "Total" column shall be the unit the right to reject any or all bid proposals or any price. parts thereof or to waive any irregularities or informalities in any bid proposal or in the (2) As to unit price items, the amount set bidding. The award of the Contract, if made, forth in the "Total" column shall be divided by will be to the lowest responsible bidder. Such the estimated quantity for the item and the price award will be within ninety calendar days after thus obtained shall be the unit price. the opening of the bid proposals, except that the In case of discrepancy between words and award may be made after said period if the figures,the words shall prevail. successful bidder has not given the City written notice of the withdrawal of his bid. COMPETENCY OF BIDDERS: In selecting • the lowest responsible bidder, consideration will LISTING SUBCONTRACTORS: Each bidder be given not only to the financial standing, but shall submit a list of the proposed subcontractors also to the general competency of the bidder for on this project,as required by the Subletting and the performance of the work covered by the Subcontracting Fair Practices Act (Public proposal. To this end each proposal shall be Contract Code section § 4100 et seq.) A form supported by a statement of the bidder's for this purpose is found herein. experience on the form entitled "Information EXECUTION OF AGREEMENT: The bidder Required of Bidder" found herein. No to whom award of the work is made shall agreement for the work will be executed with a execute a written contract with the City in the contractor who is not licensed in accordance with form included in these contract documents and the laws of the State of California under shall secure all insurance and bonds as herein applicable provisions of the Business and provided within fifteen calendar days from the Professions Code, and with any applicable date of mailing of written notice of the award. specific licensing requirements required by this Failure or refusal to enter into the agreement or • project as specified in the Contract Documents. to conform to any of the stipulated requirements The licensing requirements for contractors shall shall be just cause for the annulment of the also apply to subcontractors. • award and forfeiture of the bidder's security. In BIDDER'S EXAMINATION OF SITE AND the event the bidder to whom an award is made CONTRACT DOCUMENTS: Attention is fails or refuses to execute the Agreement within directed to Section 2-7 "Examination of Plans, said time, the City may declare the bidder's security forfeited, and it may award the work to 5 • • the next lowest responsible bidder, or may call OTHER REQUEST FOR INFORMATION: for new bids. Where the City awards the work to Phone calls will not he accepted by the City the next lowest responsible bidder,pursuant to concerning the project three business days prior Public Contract Code section § 20174, the to the bid opening. amount of the lowest bidder's security shall he SALES AND/OR USE TAXES: Except as applied to the difference between the lowest and may be otherwise specifically provided herein, next lowest bid and the surplus, if any, shall be all sales and/or use taxes assessed by federal, returned to the lowest bidder. If the second - state or local authorities on materials used or lowest responsible bidder fails or refuses to furnished by the Contractor in performing the execute the contract,the City may award the work hereunder shall be paid by the Contractor. work to the third lowest responsible bidder • pursuant to section § 20174. CONTRACT DOCUMENTS: The Contract Documents consist of the Notice Inviting Sealed INSURANCE AND BONDS: The Contractor Bids,the Instructions to Bidders, the successful shall not begin work under the Agreement until it contractor's bid proposal and bid sheet, has given the City evidence of comprehensive Contractor's Industrial Safety Record,Non- public liability insurance and Workers' Collusion Affidavit,List of Subcontractors, Compensation Insurance coverage together with Bidder's Bond to Accompany Proposal, additional Insured Endorsements. The successful Information Required of Bidder,Bid Security Contractor shall also furnish two (2) bonds Forms, any and all addenda to the contract required by the State Contract Act. Each of the said bonds shall be executed in a sum equal to documents distributed prior to the bid opening the contract price. One of the said bonds shall date,Insurance Requirements for the City, guarantee the faithful performance of the said • Performance is Co Payment(labor and material) contract by the Contractor, and the other said Bond.ca e Worker's of Compensation Certification and Certificate of Insurance.Public Works Contract, bond shall secure the payment of claims for labor Warranty Bond(as applicable),Plans, details, and material. standard drawings;applicable permits,notices TELEPHONES: Bidders are hereby notified and affidavits,the Specifications (including the that City will not provide telephones for their use Standard Specifications and the General and at the time of receipt of bids. Special Provisions), Equal Employment MATERLA,L SUPPLIER: If the firm who is Opportunity Certification,Debarment and Suspension Certification,Non-Lobbying signatory on the Contract is supplying materials Certification,Disclosure of lobbying Activities, only, a payment bond need not be furnished. Local Agency Bidder-DBE Information, Federal INTERPRETATION OF PLANS AND Contract Provisions,Federal Wage Rates and DOCUMENTS: If any person contemplating any and all applicable addenda or supplemental - submitting a bid for the proposed Contract is in agreements. doubt as to the true meaning of any part of the PLANS AND STANDARD DRAWINGS: The drawings. Plans, Specifications or other Contract location of the work, the general nature and Documents, or finds discrepancies in or extent of the work and the forms and details of omissions from such documents, he may submit the various features of the work are shown on the to the Director Public Works a written request Plans. When referenced in the Contract for an interpretation or correction. The person Documents, Plans shall include the construction submitting the request will be responsible for its prompt delivery. The Contractor shall deliver all plans and standard drawings. • requests a minimum of one week before the bid FAIR EMPLOYMENT PRACTICES: The opening. No requests will be accepted or Contractor shall complete and enclose with his considered after that time. Any interpretation or bid the compliance report attached to the correction of the Contract Documents will be proposal, stating that the Contractor will pursue made only by an Addendum duly issued, and a an affirmative course of action as required by the copy of such Addendum will be mailed or affirmative action guidelines. delivered to each person receiving a set of the As set forth in Labor Code section § 1735,no bid documents. No oral interpretation of any discrimination shall be made in the employment provision in the Contract Documents shall be of persons upon public works because of the binding, race, religious creed, color,national origin, 6 • • • ancestry,physical disability,mental disability, whole or in part with federal Department of medical condition,marital status,or sex of such Transportation funds, City and Contractor shall persons,except as provided in Government Code comply with all applicable provisions of Title 49, section § 12940. Every contractor for public Part 23, Code of Federal Regulations works violating this provision is subject to all of ("Participation by Minority Business Enterprise the penalties imposed for a violation of Labor in Department of Transportation Programs") and Code Div. 2, Part 7, Chapter 1. Chapter 2.5 (commencing with Section 2050) of • Part I of Division 2 of California Public Contract DISADVANTAGED BUSINESS Code ("Certification of Minority and Women ENTERPRISES: Where a project is funded in Business Enterprises") • • • • DOCUMENTS TO BE EXECUTED AND SUBMITTED BY EACH BIDDER: ✓ Proposal ✓ Bid Sheet ✓ Contractors' Industrial Safety Record ✓ Non-Collusion Affidavit ✓ List of Subcontractors ✓ Bidder's Bond to Accompany Proposal ✓ Information Required of Bidder ✓ References ✓ All Addenda to Plans & Specifications as issued by Agency prior to bid opening date (if any) ✓ Equal Employment Opportunity Certification DOCUMENTS TO BE EXECUTED AND SUBMITTED BY AWARDEE: ✓ Performance Bond(s) ✓ Payment (Labor and Material) Bond ✓ Insurance Requirements for CITY OF SEAL BEACH ✓ Workers' Compensation Certification ✓ All Certificates of Insurance ✓ Public Works Contract ✓ Warranty Bond (as appropriate) V Statement Acknowledging Penal and Civil Penalties Concerning Contractor's License Laws s • • PROPOSAL Bidders Name TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF SEAL BEACH: The undersigned, as bidder, declares that: (1)-this proposal is made without collusion with any other person, firm or corporation, and that the only persons or parties interested as principals are those named herein as sworn in the attached Non-Collusion Affidavit; (2)-bidder has carefully examined the project Plans, Specifications, Instructions To Bidders, Proposal,Notice Inviting Sealed Bids and all other contract documents and information furnished therefor and the site of the proposed work; and (3)-bidder has investigated and is satisfied as to the conditions to be encountered, the character, quality and quantities of work to be performed and materials to be furnished. Furthermore, bidder agrees that submission of this proposal shall be conclusive evidence that such examination and investigation have been made and agrees, in the event this contract be awarded to bidder, to enter into a contract with the City Council of the CITY OF SEAL BEACH, to perform said proposed work in accordance with the Plans, if any; and the teens of the Specifications, in the time and manner therein prescribed,and to furnish or provide all materials, labor, tools, equipment, apparatus.and other means necessary so to do, except such thereof as may otherwise be furnished or provided under the terms of said Specifications, for the following stated unit prices or lump sum price as submitted on the Bid Sheet herein. The bidder shall submit as part of this proposal a completed copy of the Contractor's Industrial Safety Record. This Safety Record must include all construction work undertaken in the State of California by the bidder and any partnership,joint venture or corporation that any principal of the bidder participated in as a principal or owner for the last five calendar years and the cun-ent calendar year prior to the date of bid submittal. Separate information shall be submitted for each such partnership,joint venture, or corporate or individual bidder. The bidder may attach any additional information or explanation of data which he would like to be taken into consideration in evaluating the safety record. An explanation of the circumstances surrounding any and all fatalities must-be attached. Accompanying this proposal is (Insert"cash", "a Cashier's Check", "a certified check", or"a Bidder's Bond in the form furnished by the City", as the case may be) in the amount of S , an amount equal to at least ten percent (10%) of the total aggregate bid price based on the quantities shown and the unit prices quoted. The undersigned bidder agrees that should bidder be awarded the Contract on the basis hereof and thereafter fail or refuse to enter into a Contract and provide the required evidence of insurance and bonds within 15 calendar days after written notice of the award,the cash, check or bond shall be forfeited to the city in accordance with Public Contract Code section -20172, except as otherwise provided in Public Contract Code section -20174. The undersigned agrees that in the event of such failure, the actual amount of damages to the City would be impractical and extremely difficult to determine. • 9 o• In compliance with the Notice Inviting Sealed Bids, the undersigned hereby agrees to enter into a contract to furnish all labor,materials and supplies for this project in accordance with the Specifications,Plans other Contract Documents which are on file in the office of the City Engineer of the CITY OF SEAL BEACH,to the satisfaction and under the direction of the Director of Public Works, at the following prices: S1 ® SHEET Boein: Pum • Station Re •lacemerit, Project 49725 BIDDERS NAME item Quantity Unit Price Extended No. Description i Estimate Unit Unit Price in Words in Numbers Price 1. Mobilization LS 2. Trench and excavation safety LS measures 3. 8-inch PVC Class 150 temporary 61 LF forcemain relocation,including removal and disposal of existing 10- inch ACP forcemain 4. Dewatering, including obtaining a LS NPDES permit from the Regional Water Quality Control Board 5. 8-foot diameter precast concrete T- 1 EA lock lined wet well with access hatch 6. 10 HP recessed impeller submersible 2 EA pumps and motors with slide rail system,discharge piping and appurtenances 7. Spare 10 HP recessed impeller 1 EA submersible pump and motor delivered to the City of Seal Beach Maintenance Yard ' 8. 8' by 12'-6"precast concrete valve LS vault with access hatch, including overexcavation 3 feet below vault base and refill with sand equivalent 30 material compacted to 90% relative density 9. Valve vault mechanical including LS pipe,valves, flowmeter, sump pump, exhaust blower,pressure sensor. - - I0 • • • Item Quantity Unit Price Extended No. Description Estimate Unit Unit Price in Words in Numbers Price ladder and appurtenances. 10. 18-inch PVC Class 235 gravity sewer. • 16 LF including connection to existing 5'O wet well and modification of base 11. 8-inch PVC Class 200 discharge pipe, 28 LF including connection to existing 12- inch PVC stubout 12. Epoxy/polyurethane-lining of existing LS_. 5'0 precast concrete wet well 13. 8-inch reinforced concrete slab • 20 CY 14. 4-inch removable posts 28 EA 15. 2-inch SCI-I 40 steel natural gas LS piping,including ball valves and • flexible connection to genset 16. 100 kW natural gas generator with 1 EA sound attenuated outdoor enclosure, including concrete base and automatic • transfer switch 17. Electrical installation, including wire, LS conduit,float switches,vault lights,J- boxes,and all other necessary items 18. Yard light 1 EA 19. Pump station control enclosure, LS including pump control panel,load center,service meter,telemetry equipment,automatic transfer switch, and two ultrasonic level controllers 20. Installation and connection of City LS furnished telephone dialer 21. SBC telephone service connection LS and coordination 22. SCE power service connection and LS coordination, including relocation of existing 4-inch conduit 23. SCG natural gas service connection LS • • • coordination 24. Sidewalk restoration 280 SF 25. Landscape and irrigation system LS 11 • • • Item Quantity Unit Price Extended No. Description Estimate Unit Unit Price in Words in Numbers Price 26. Existing pump station demolition LS • • 27. Fill 8-inch temporary forcemain and LS • existing 10-inch forcemain with grout and abandon in-place, including installation of concrete plug at terminal manhole in Seal Beach Boulevard - 28. 5-foot overexcavation under slab on 150 CY grade, and refill with sand equivalent • • 30 material compacted to 90% relative density Total Bid Schedule • Total Amount of Bid in Words • • 12 • • NOTE.The City resents the right to award a contract in pans or in its entirety or for various alternates and resents the right to reject all bids and re-advertise, as appears,to be in its best interests of the City. A bid is required for this entire work,the estimated quantities set forth in this Bid Sheet being solely for the purpose of comparing bids, and final compensation under the Contract will be based upon the actual quantities of work satisfactorily completed. The unit and/or lump sum prices bid shall include all appurtenant expenses,taxes,royalties, and fees. In the case of discrepancies in the amounts bid,unit prices shall govern over extended amounts,and words shall govern over figures. The City resents the right to increase or decrease the amount of any quantity shown and to delete any item from the Contract. The undersigned bidder agrees that, if awarded the Contract,bidder will complete all work according to the contract documents. The undersigned bidder is licensed in accordance with the requirements of the Business and(REQUIRED Code, California Contractor's License No.- , Class _ Q UIRED AT TIME OF AWARD). Legal Business Name of Bidder Business Address Business Tel.No. Signature Date Title Signature Date Title Signature Date Title If bidder is an individual,name and signature of individual must be provided, and, if he is doing business under a fictitious name,the fictitious name must be set forth. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint venturers or of fewer than all of the partners/joint venturers if submitted with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President and Secretary or Assistant Secretary,and the corporate seal. Signatures of partners,joint venturers,or corporation officers must be acknowledged before a Notary Public,who must certify that such partners,joint venturers,or officers are known to him or her to be such, and, in the case of a corporation, that such corporation executed the • instrument pursuant to its bylaws or a resolution of its Board of Directors. 13 • INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following 0 information is true and correct: Name of individual Contractor; Company or Corporation: _ Business Address: Telephone and Fax Number: California State Contractor's License No. and Class: (REQUIRED AT TIME OF AWARD) Original Date Issued: Expiration Date: - List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: - The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners,joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Corporation organized under the laws of the State of • The dates of any voluntary or involuntary bankruptcy judgements against any principal having an interest in this proposal are as•follows: • • 14 • • • All current and prior D.B.A.'s, aliases, and fictitious business names for any principal having interest in this proposal are as follows: or For ro all arbitrations, lawsuits, es, private etc...) in the past five ears (Attach in • project owners (public agencies, p companies, necessary)provide: Provide the names, addresses and telephone numbers of the patties; • - Briefly summarize the parties' claims and defenses; State the tribunal (i.e., Superior Court,, American Arbitration Association, etc.) the matter number and outcome. Have you ever had a contract terminated by the owner/agency?If so, explain. Have you ever failed to complete a project? If so,explain. Have you ever been terminated for cause and then had it converted to a"termination of convenience"? If so.explain. For any projects you have been involved with in the last 5 years did you have any claims or actions: Circle One 1. By you against the owner? Yes/No 2. By the owner against you? Yes/No I 5 • • 3. By any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc..) 4. . Yes/No 4. By Subcontractors (Stop Notices,etc.) Yes/No 5. Are any claims or actions unresolved or outstanding? Yes/No If yes to any of the above,explain. (Attach additional sheets, if necessary) • Failure of the bidder to provide ALL requested information in-a complete and accurate manner may be considered non-responsive. Subscribed and sworn to before me By This day of , 19 (print name of Owner or President of Corporation/Company) (Signature of Notary Republic) (Signature) (Title) (SEAL) • (Date) (Signature of Secretary of Corporation) • • 16 • • REFERENCES: Contractor must use this form!!! Please print or type. Bidders Name FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of S15,000,provide the following information: Project Name/Number Project Description Approximate Construction Dates From to Agency Name Contact Person Telephone ( ) Original Contract Amount S Final Contract Amount S If final amount is different from original,please explain(change orders,extra work.etc.) • Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. 7 Project Name/Number Project Description Approximate Construction Dates From to Agency Name Contact Person Telephone( ) Original Contract Amount S Final Contract Amount S If final amount is different from original,please explain(change orders, extra work,etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. • • Project Name/Number Project Description Approximate Construction Dates From to Agency Name - - . • - Contact Person Telephone ( ) Original Contract Amount$ Final Contract Amount $ If final amount is different from original,please explain (change orders,extra work,etc.) Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor?If yes, briefly explain and indicate outcome of claims. 4 Project Name/Number Project Description Approximate Construction Dates From to Agency Name Contact Person Telephone( ) Original Contract Amount$ Final Contract Amount$ • If final amount is different from original;please explain (change orders, extra work,etc.) Did you file any claims against the Agency?Did the Agency file any claims against you/Contractor?If yes, briefly explain and indicate outcome of claims. 1$ • • • • s Project Name/Number Project Description Approximate Construction Dates From to Agency Name Contact Person Telephone( ) Original Contract Amount S, - Final Contract Amount.$ If final amount is different from original,please explain(change orders, extra work, etc.) • Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor?If yes, briefly explain and indicate outcome of claims. 6 Project Name/Number Project Description Approximate Construction Dates From to Agency Name Contact Person Telephone( ) Original Contract Amount S Final Contract Amount S If final amount is different from original,please explain(change orders, extra work, etc.) • Did you file any claims against the Agency?Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. Attach additional sheets if necessary. 19 • • Attach to this Bid the experience resume of the person who will he designated as General Construction Superintendent or on-site Construction Manager for the Contractor. Upon request, the, Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. • • • • • • 20 • • DESIGNATION OF SURETIES Bidders name Provide the names,addresses; and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds(list by insurance/bond type): • • 21 ACKNOWLEDGEMENT OF ADDENDA Bidders name The bidder shall signify receipt of all Addenda here,if any: Addendum No. Date Received Signature • • • 22 • • CONTRA TO A RECORD ACCOMPANY PROPOSAL Bidders Name Record Last Five C s Current 1 earof Record 1 1 1 Total 9 \I Current 1 9 9 9 1 Year of 1 Record ■�— No.of contracts 1111111111 . ITotal dollar Amount of Contracts On Thouusands of S) ■NUS No. of lost Workday lost fatalities I��SIIIIIIINIIIIII No. 1ii� Cases No.of workday lost cases involving permanent transfer to another job or termination of employment The information required for these items is the same as required for columns 3 to 6,Code 10,Occupational Injuries,Summary—Occupational Injuries and Illnesses,OSHA No. 102. Legal Business Name of Bidder Business Address: Business Tel.No.: State Contractor's License No. and Classification: Title The above information that the compiled information is records that are accurate within the this time and I those records.clare under penalty of p J Signature of bidder Date Tide Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title 23 • • If bidder is an individual, name and signature of individual must be provided, and, if he is doing business under a fictitious name, the fictitious name must be set forth.. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided,followed by signatures of all of the partners/joint ventures or of fewer than all of the partners/joint ventures if submitted with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, leeal name of corporation must be provided,.followed by notarized signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal. Sienatures of partners, join venturers, or corporation officers must be acknowledged before a Notary Public, who must certify that such partners/joint venturers, or officers are known to him-or her to be such, and, in the case of a corporation; that such corporation executed the instrument pursuant to its bylaws-or a resolution of its Board of Directors. • • • • • 24 • • • • NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California )SS. County of • being first duly sworn, deposes and says that he or she is the party making the foregoin foregoing in accordance of with Public Contracts person,Code parttnership,6ompany, association, organization, the interest that the b behalf is of,genuine n and not collusive person. p otherbidder to put in a false that the bidder has not directly oorindire 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; bidder directly indirectly, sought agreement, conference with anyone to fix the bid price the bidder or y 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 in body awarding tor, i interested i contained the bid are the bidder has or proposed contract; submitted his or her bid price or any breakdown thereof, or the contents thereof, information orrelative thereto, paid, and will not pay, any fee to any partnership association, organization, en corporation,th depository;or to any member or agent thereof to effectuate a collusive or sham bid. Project Name: Legal Business Name of Bidder Business Address Business Tel.No. Signature of bidder • Title- Date: Signature of bidder Title Date: Subscribed and Sworn to before me on Signature(Notary Seal) Notary Public • 7j • • LIST OF SUBCONTRACTORS TO ACCOMPANY PROPOSAL In compliance with the provisions of Public Contract Code Section-4104, the undersigned bidder submitting this bid proposal sets forth the name, place of business and the portion of the work to be performed by: (1)-each subcontractor who will perform work or labor or render service to the bidder (as general contractor) in or about the construction of the work or improvement; and (2)-each subcontractor licensed by the State of California who, under subcontract to the bidder, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the bidder's total bid or, in the case of bids or offers for the construction of streets, highways or bridges, in excess of one-half of one percent of the bidder's total bid or ten thousand dollars (S 10,000), whichever is greater. Subcontractor's Name, Address, Bid Percent Description of Work Percent of Telephone# Item Of Total Total Bid Number Bid • • • • 26 • • Bond Premium Bond No. BID BOND TO ACCOMPANY PROPOSAL • KNOW ALL PERSONS BY THESE PRESENTS that: WHEREAS the City of Seal Beach,has issued an invitation for bids for the work described as follows: WHEREAS (Name and address of Bidder) ("Principal"),desires to submit a bid to Public Agency for the work. WHEREAS, bidders are required under the provisions of the California Public Contract Code to furnish a form of bidder's security with their bid. NOW,THEREFORE,we,the undersigned Principal,and (Name and address of Surety) ("Surety') a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the Public Agency in the penal sum of Dollars ($ ), being not less than ten percent (10° �) of the total bid price, in lawful money of the United States of America, 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. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal is awarded a contract for the work by the Public Agency and,within the time and in the manner required by the bidding specifications, enters into the written form of contract included with bidding specifications, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverage, then this obligation shall become null and void;otherwise,it shall be and remain in full force and effect. In Agency suit is brought uiitt and reasonable attorneys' fees inlran to pay d by all court costs Surety thereby�waives the provisions of California Civil Code § 2845. • • 27 • LN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s)pursuant to authority of its governing body. Dated: "Principal" Surety" • • By: By: Its Its By: By: Its Its (Seal) (Seal) Note: This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. • • • 28