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CONTRACT 5966 Public Works Contract CLOSEDAgreement No. 5966 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND CEDRO CONSTRUCTION, INC. WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 This CONTRACT is entered into this 21 st day of October, 2020, by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and CE. DRO CONSTRUC-1 [ON, INC., ("the Contractor"). 1. WORK. A. The Contractor will provide all work required by the Contract Documents (the "Work"). The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents. B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents; C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing; vehicles; transportation; office space and facilities; all tests, testing and analyses; and all matters whatsoever (except as otherwise expressly specified to be furnished by the City) needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents. D. "Contract Documents" means the Notice Inviting Bids; Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings. 2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed FOUR HUNDRED EIGHTY-ONE THOUSAND SEVEN HUNDRED SEVENTEEN Dollars ($481.717) for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents. 3. TIME FOR PERFORMANCE. A. The Contractor will frilly complete the Work within seventy (70) working days (the "Contract Time.") Agreement No. 5966 B. The Contract Time will commence when the City issues a Notice to Proceed. The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. C. The Contractor may not perform any Work until: The Contractor furnishes proof of insurance as required by the Contract Documents; and ii. The City gives the Contractor a written, signed, and numbered purchase order and notice to proceed. D. By signing this Contract, the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time. E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor's own cost and risk. 4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third -party claims against the Contractor, but in no event later than ten (10) business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents, the Contractor agrees to indemnify and defend the City against any third -party claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary pennits, licenses, and certificates that may be required in connection with the Work. 8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the City's property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City's written notice. 9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents, and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Agreement No. 5966 Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concealing indemnification. 10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the details of doing the work or to exercise a measure of control over the work means that the Contractor will follow the direction of the City as to end results of the work only. 11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. The Contractor will retain such financial and program service records for at least three (3) years after tennination or final payment under the Contract Documents. 12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: The Citv Lifan Xu City Engineer City of El Segundo 350 Main Street, El Segundo, CA 90245 (310) 524-2368 The Contractor Andy Cedro, President Cedro Construction, Inc. 120 E. Santa Maria St. Santa Paula, CA 93060 (805) 525-0599 Any such written communications by mail will be conclusively deemed to have been received by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. Agreement No. 5966 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor's or the City's obligations under this Contract. 14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County. 15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows: A. This Contract; B. The Standard Specifications; and C. Precedence of documents as determined in the Standard Specifications, 16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Contract will continue in fiill force and effect. 17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City's city manager, or designee, may execute any such amendment on the City's behalf. 18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature. 19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions, the same as if the words importing such covenants and conditions had been used in each separate paragraph. 20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract. 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents. Agreement No. 5966 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY 0h EL S UND Scott Mitnic City Manager AT U T: , Tracy Weaver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEIY, City Attorney By: David H. King, Assistant City Attorney Insurance Reviewed by:� CEDRO CONSTRUC"T"ION, INC. Atidy Cedro President Taxpayer ID No. 1 7 " 05.Z3 17 7 Contractor State _ License No.: Contractor City Business License No.: THE FILIAL PREMIUM IS PREDICATED ON THE FILIAL CONTRACT PRICE FAITHFUL PERFORMANCE BOND Agreement No. 5966 One of Two Originals WATER MAIN IMPROVEMENT PROJECT ON INDIANA STREET PROJECT NO.: PW 20-04 Cedro Construction, Inc. ("PRINCIPAL") and Old Republic Surety Company Bond No. WCN 5937065 Bond Fee: Please see attached invoice , a corporation incorporated under the laws of the State of Wisconsin and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of FOUR HUNDRED EIGHTY-ONE THOUSAND SEVEN HUNDRED SEVENTEEN DOLLARS ($481,717.00), lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 20-04, and the Public Works Contract executed with such Specifications. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 20-04, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. CITY has estimated the required amount of the bond as shown above. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project's I -E-1 Agreement No. 5966 completion and acceptance by CITY. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code (`SSMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 20-04 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the Contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; & A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted; and 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I -E-2 SIGNED AND SEALED 11p 27th A, PRINCIPAL's PRESIDENT PRINCIPAL s St RE°T AR"t clay of October PRINCIPAL's MAILING ADDRESS Agreement No. 5966 20 20 SU ETY''s 1�3 cly Spohn,t1oSniey-iwi-Fact SURETY'S MAILING ADDRESS: Cedro Construction, Inc.Old Republic Surety Company 120 E. Santa Maria St. _ 14728 Pipeline Ave. Suite E Santa Paula, CA 93060 Chino Hills, CA 91709 NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job. I -E-3 Agreement No. 5966 REPUBLICOLD SURETY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That OLD REPUBLIC SURETY COMPANY, a Wisconsin stock insurance corporation, does make, constitute and appoint: RANDY SPOHN, MATTHEW R. DOBYNS, HAMILTON KENNEY, ASHLEY M. SPOHN, OF SANTA ANA, CA its true and lawful Attomey(s)-in-Fact, with full power and authority, not exceeding $50,000,000, for and on behalf of the company as surety, to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, no Ileo u hai n IPr',u 6 u tlI„'111[11ds„ I1 o -;,u10 0 p I,,nr.r.ru r' v^ „N°1' b unu1uvlr' J' ruu Ilr';ulr�u"Ilh' l ;�,°,n� u'0IWI., rl iullxu';'IIINIIu 10 I11I pq a'o” .uuvu er,Na, yu r" nu r IN"n I,,,' , II In v.vu'cuu o 10 u' I MI Vafin, IuV lutl �I:'II IIP uu Ib""IIBIki lsh4 I1' ,Pf""l'�;II H 1 M1 111'11I'',l,u'� N I u,'I' �C�„r'�dld .'„!I'"IN':'IIVN NN41p!I q;ull a'll'Vtl ,'uuua+fl,. ub"�i1��,1��ii, 1,:,N Ak 6'�II II a e;gllldnp nil 1 YI � N'k NII h"ck I a NN:O6.°rrV� � 'llpxl � uVu'allru`,"uNV IVV I�wvlluo, �'•i ull uN,'tlu,r,',.7u1 IN :'111[ u lvliM" as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attomeys-in-Fact, pursuant to these presents, are ratified and confirmed. n'rau " a Ilu,u „,tllzc'i „uaNla bn u' roltl,vrr a Nmwar„',I'c„,aruu '! .ra' ” N Inw ski ',rry,+ltirnvd. Thisa ointment is made under authority of thetwardofd tars t hur t 6a PP Y Y directors at 'a 'special rnec'tinl;, held on Fcbruary 18, 1982. This 11ower rrf Altorncy is signed and sealed by facsimile under and by the authority of the follarwing resol'ut'ions adopted by the board ofd'irectors of"the (9t.1'7 REPUBLIC SURETY COMPANY on February 18, 1982. RESOLVED that, the president, any vice-president, or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attorneys -in -fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, undertakings, rwcognizances, and suretyship obligations of all kinds; and said officers may remove any such attomey-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER, that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding, upon the Company (i) when signed by the president, any vice president or assistant vice president, and attested and sealed (if a seal be required) by any secretary or assistant secretary; or (ii) when signed by the president, any vice president or assistant vice president, secretary or assistant secretary, and countersigned and sealed (if a seal be required) by a duly authorized attorney-in-fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys -in -fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER, that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the company; and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer, and its corporate seal to be affixed this 16TH day of JULY, 2019. OLD REPUBLIC SURETY COMPANY _._.w.. ...... ..., ecreta.SEAL. ryn IAAA It STATE OF WISCONSIN, COUNTY OF WAUKESHA-SS *li'4i' President On this ........... _. day of JULY,......._....L_.....2019 ......._., ._.... — , personally came before me, ?t�.011..P0Ylic _.., and C.LA.. to me 6TH ............... �__...........�+P'.y1 _All.._.....,..._..._._._.�.-..-_ __.. �_., known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument, and they each acknowledged the execution of the same, and being by me duly sworn, did severally depose and say; that they are the said officers of the corporation aforesaid, and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. r rr tt . Notary My commission expires: Public 9/28/2022 CERTIFICATE (Expiration of notary commission does not Invalidate this instrument) 1, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation, CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney, are now in force. 74-7097 c .o `rvw a Signed and sealed at the City of Brookfield, W I this 2 7 t.r October , „ 2-020 " day' of _ r SEAL �, , ..r......._ Assistant Wy R.S. BONDING & INS AGENCY INC State of California County of Orange Agreement No. 5966 PROPERTY RECORDS HUGH NGUYEN BIRTH AND DEATH RECORDS CLERK -RECORDER MARRIAGE LICENSES/RECORDS PASSPORTS CERTIFICATE OF ADMITTED SURETY INSURER Certificate pursuant to 995.640(a) Code of Civil Procedure FICTITIOUS BUSINESS NAMES NOTARY REGISTRATION ORANGE COUNTY ARCHIVES I, Hugh Nguyen, County Clerk -Recorder of the County of Orange, State of California, in and for said County, DO HEREBY CERTIFY THAT OLD REPUBLIC SURETY COMPANY has been issued a Certificate of Authority as an Admitted Surety Insurer by the State of California Insurance Commissioner who authorized the Insurer to transact Surety Insurance in the State of California and that based on the records in this office, that authority has not been surrendered, revoked, cancelled, annulled or suspended. In Testimony Whereof, I execute this certificate and have hereunto set my hand and affixed the seal of said County this 6TH day of January, 2015. Hu h Nguyen, Orange County Clerk -Recorder C �v�S Dulce Cuevas, Deputy Clerk -Recorder (Purple Seal) NORTH COUNTY BRANCH OFFICE ORANGE COUNTY SOUTH COUNTY BRANCH OFFICE HISTORIC DOWNTOWN FULLERTON HALL OF RECORDS LAGUNA HILLS CIVIC CENTER 201 N. HARBOR BOULEVARD 12 CIVIC CENTER PLAZA, ROOM 101 24031 EL TORO ROAD FULLERTON, CALIFORNIA 92832 SANTA ANA, CALIFORNIA 92701 LAGUNA HILLS, CALIFORNIA 92653 (714) 834.2500 0 FAX (714) 834-2675 4 WWW.00RECORDER.COM 4 WWW.00ARCHIVES.COM Agreement No. 5966 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT y I „ iulluu w iu „ i Ililu uaa II i �„� i i II VIII II IIIIIIIII IIII I �� IJ A notary public or other officer completing this certificate verifies only the identity of the =1 individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. -State of CALIFORNIA 1 �_ County of ORANGE On f),CA-0'Ibex- 2_77!'202_0 before me, ASHLEY MARIE SPOHN. NOTARY PUBLIC, personally appeared RANDY SPOHN , Z who proved to me on the basis of satisfactory evidence to be the person(s) whose name(o is/afe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their ASHLEY MARIE SPOHN authorized capacity (i*, and that by his/her/their signature(} on the COMM. # 2188665 Instrument the personal, or the entity upon behalf of which thb person(s) NOTARY PUBLIC CALIFORNIA acted, executed the instrument. �' ORANGE COUNTY R '- My comm. expsras Mar. 27, 2021 h I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. .F wgn t re of Notary 77=-- p Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) ❑ LIMITED ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ® OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT IdIIIIIIII,IIII,II,IIIU II n w�um��dIIVIi111116111IIIV6iai IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII u � n��i Agreement No. 5966 One of Two Originals LABOR AND MATERIALS BOND WATER MAIN IMPROVEMENT PROJECT ON INDIANA STREET PROJECT NO.: PW 20-04 Cedro Construction, Inc. Bond No. WCN 5937065 Bond Fee: Please see attached invoice as principal ("PRINCIPAL") and Old Republic Surety Company > a corporation incorporated under the laws of the State of 'X isconsin and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of FOUR HUNDRED EIGHTY-ONE THOUSAND SEVEN HUNDRED SEVENTEEN DOLLARS ($4811,717.00), lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. This bond is conditioned upon and guarantees payment by PRINCIPAL to Contractors, Subcontractors, and persons renting equipment; payment by PRINCIPAL and all PRINCIPAL'S Subcontractors for all materials, provisions, provender, or other supplies, and equipment used in, upon, for or about the performance of the work contemplated in SPECIFICATIONS NO. PW 20-04 ("Public Project"), the Public Works Contract executed for such Public Project, and for all work or labor of any kind performed for the Public Project. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 20-04, and the Public Works Contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all Contractors, Subcontractors, and persons renting equipment. I -F-1 Agreement No. 5966 3. PRINCIPAL will pay for all materials and other supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor thereon. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 20-04, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the Contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I -F-2 SIGNED AND SEALED this 27th PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY day of October PRINCIPAL'S MAILING ADDRESS: Agreement No. 5966 120 20 SIJ ETA". U Rai y SI,attorney-gin-!pact SURETY's MAILING ADDRESS: Cedro Construction, Inc. Old Republic Surety Company ....._._._........__ 120 E. Santa Maria St. 14728 Pipeline Ave. Suite E ............... Santa Paula, CA 93060 Chino Hills, CA 91709 NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job. I -F-3 State of California County of Orange Agreement No. 5966 HUGH NGUYEN CLERK -RECORDER CERTIFICATE OF ADMITTED SURETY INSURER Certificate pursuant to 995.640(a) Code of Civil Procedure PROPERTY RECORDS BIRTH AND DEATH RECORDS MARRIAGE LICENSES/RECORDS PASSPORTS FICTITIOUS BUSINESS NAMES NOTARY REGISTRATION ORANGE COUNTY ARCHIVES I, Hugh Nguyen, County Clerk -Recorder of the County of Orange, State of California, in and for said County, DO HEREBY CERTIFY THAT OLD REPUBLIC SURETY COMPANY has been issued a Certificate of Authority as an Admitted Surety Insurer by the State of California Insurance Commissioner who authorized the Insurer to transact Surety Insurance in the State of California and that based on the records in this office, that authority has not been surrendered, revoked, cancelled, annulled or suspended. In Testimony Whereof, I execute this certificate and have hereunto set my hand and affixed the seal of said County this 6TH day of :January, 2015. Hu h Nguyen, Orange County Clerk -Recorder 1 U l e- CL) e-v� Dulce Cuevas, Deputy Clerk -Recorder (Purple Seal) NORTH COUNTY BRANCH OFFICE ORANGE COUNTY SOUTH COUNTY BRANCH OFFICE HISTORIC DOWNTOWN FULLERTON HALL OF RECORDS LAGUNA HILLS CIVIC CENTER 201 N. HARBOR BOULEVARD 12 CIVIC CENTER PLAZA, ROOM 101 24031 EL TORO ROAD FULLERTON, CALIFORNIA 92832 SANTA ANA, CALIFORNIA 92701 LAGUNA HILLS, CALIFORNIA 92653 (714) 834.2500 0 FAX (714) 834-2675 • WWW.00RECORDER.COM • WWW.00ARCHIVES.COM Agreement No. 5966 OLD REPUBLIC SURETY .... .... _...... .... ... .. ...... POWER........ OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That OLD REPUBLIC SURETY COMPANY, a Wisconsin stock insurance corporation, does make, constitute and appoint: RANDY SPOHN, MATTHEW R. DOBYNS, HAMILTON KENNEY, ASHLEY M. SPOHN, OF SANTA ANA, CA its true and lawful Attorney(s)-in-Fact, with full power and authority, not exceeding $50,000,000, for and on behalf of the company as surety, to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, a,o VI 'ii I' ,w a Ih%d I N'iununu,rl,t. �.,uuiY Ilu train^„iuo;ru'.r' V ungw.'dr•, �uu luui nq,^q SII Vx�,;ua:u'w � V'uN�um,N;,,, uuu�iuir !;u y, u'wu �,iuu+, lu niu i„,. ur'.iui,io' lino; -.; �p"4Vu;,0 plluu�,;'vnp Vr,uhni uun l' iiw, ua l°uiu,uw.uvVu, p'i,'ro�nN,;, ra,n VV' irr;uur','�ou, a. °s.'�aip,.i, �', oulrw, ll'al'upunvr Iiu,,uuoP„ ili,un vV q r, iui y',K. uvi ,vii yl 4w.,,^vu sll'r a uu :'u'tll t'^rwuuu.,vu.I h,'rN➢ovod .;,,dVt II p ii 1N.r,y111111 1V II', luhu', Ilu„u,,,eux,di,rlu i' v, u', ru Vrll, I �i,ui b ro „,t, V. as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attomeys-in-Fact, pursuant to these presents, are ratified and confirmed. R y y board ofdirectors INYq .di^,Nwu;i^iIN. I'ru'I'r'tiAllu6uRNNiM15til7'A"1NIIVi,iIA'4in:Ipl,„'Nd,glOY,pally,p'u6V¢tlI,Y'VIAtlIy^,VNauNUtl1 �7doiN'0.;11, �C�YN�ap('N4lintNNlCN1tN9xBtk19dC:nGVdGk"i91NS'Ib ag19lt(SrNt C3 the at a special mecting' hcid on. February 18, 1982. This Power of Altorney is signed and sealed by facsimile under and by the authority of the' following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18, 1982. RESOLVED that, the president, any vice-president, or assistant vice president, in conjunction with the secretary or any assistant secretary, may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the company to bonds, undertakings, recognizances, and suretyship obligations of all kinds; and said officers may remove any such attomey-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER, that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president, any vice president or assistant vice president, and attested and sealed (if a seal be required) by any secretary or assistant secretary; or (ii) when signed by the president, any vice president or assistant vice president, secretary or assistant secretary, and countersigned and sealed (if a seal be required) by a duly authorized attorney-in-fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attomeys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER, that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the company; and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer, and its corporate seal to be affixed this 16TH day of JULY, 2019. OLD REPUBLIC SURETY COMPANY of As Secre togg SEAL' ry STATE OF WISCONSIN, COUNTY OF WAUKESHA-SS President 16TH JULY, 2019 personally came before me, On this day of.-..,._......_. P Y______--__.-.........AM...Pay,ht' . ........... ... and APmit1 WU. to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument, and they each acknowledged the execution of the same, and being by me duly swom, did severally depose and say; that they are the said officers of the corporation aforesaid, and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. N,tte+� • Nota Public st:P Notary blit o,„.• My commission expires: 9/28/2022w,,,, CERTIFICATE (Expiration of notary commission does not Invalidate this instrument) 1, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation, CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attorney, are now in force. 74-7097 "� Signed and sealed at the City of Brookfield, WI this 2 % th day of October, 2020. �o..o�.y 4Cw,�'o1, rruuw.xn. SEAL �. R.S. BONDING & INS AGENCY INC Agreement No. 5966 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Id I1111111 111 1 11 1 111 1111 , I IIII A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, 1 accuracy, or validity of that document. State of CALIFORNIA 1 County of ORANGE On X- '2-7712D20 before me, ASHLEY MARIE SPOIHN, NOTARY PUBLIC, personally appeared RANDY SPOHN , who proved to me on the basis of satisfactory evidence to be the person(s) whose nameW is/afe subscribed to the within instrument and 1 acknowledged to me that he/she/they executed the same in his/her/their IE SPOHN authorized capacity Oes), and that by his/her/their signature(* on the ASHLEY MAR COMM. # IE SP 5 instrument the person(s), or the entity upon behalf of which thb person(} NOTARY PUBLIC CALIFORNIA R acted, executed the instrument. 1 ORANGE COUNTY My comm. expires Mar. 27, 2021 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. j WITNESS my hand and official seal. A.... .. ....... . . - Sign t re of Notary f"I,,, Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ❑ PARTNER(S) ❑ LIMITED ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT !I 11111111111 111 11111 uuuuuuuuuumm 11 11 m....., IIII I Ilo I 111111111 uu 1 11111101111111 111 „A i 11,1 1111111, , J INII1111 h. BID SCHEDULE (REVISED 09/09/20) WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 _'mm. Company Name: C'A"('(3 �r �. �'��w-�a�".'C '�� '"� \ �'4 - BASE BID ITEMS ITEM NO. DESCRIPTION 1 Mobilization/Demobilization 2 Traffic Control, Public Safety and Convenience 3 Utility Potholing 4 Bracing and Shoring Construct 10 -inch Ductile Iron (Class 350) Water Main including all Fittings and Appurtenances, Trench 5 Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings Construct 6 -inch Ductile Iron (Class 350) Water Main or Lateral including all Fittings and Appurtenances, 6 Trench Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings Agreement No. 5966 UNIT PRICE IN FIGURES AMOUNT UNIT QTY ($) ............. ($) LS 1 20,2 3 LS 1 LS 1 q! r , LS 1 0 J, LF 1,050 1 ` /6 f r 740 LF 80 I -C-3 a ITEM NO. DESCRIPTION Construct 4 -inch Ductile Iron (Class 350) Water Lateral including all Fittings and Appurtenances, Trench 7 Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings 8 Install 10 -inch Gate Valve and Adjustable Valve Box 9 Install 6 -inch Gate Valve and Adjustable Valve Box 10 Install 4 -inch Gate Valve and Adjustable Valve Box Construct 1 -inch Water Service Connection and Connect to Existing Customer Service including all Fittings and Appurtenances, Trench Excavation, 11 Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings, Repair Existing Landscape / Hardscape / Concrete In Kind Agreement No. 5966 UNIT PRICE IN FIGURES AMOUNT UNIT (QTY ($) ($) I -C -3b LF 150 1 Ems_ EA 4 2`gL4(4 H,i74 EA 3 EA 3 �G` Ss Z` Sys EA 4'7j?cl-�Lj Agreement No. 5966 UNIT PRICE IN ITEM FIGURES AMOUNT NO. DESCRIPTION UNIT QTY M M Construct 2 -inch Water Service Connection and Connect to Existing Customer Service including all Fittings and Appurtenances, Trench Excavation, 12 Pipe Bedding, Trench Backfill, Trench EA 8 Resurfacing, and Temporary and -N Permanent Traffic Striping and Markings. Repair Existing Landscape / Hardscape / Concrete In Kind. Connect to Existing Customer Potable Piping and Existing Customer DCDA (Fire). Remove All Conflicting and/or Abandoned Piping. Furnish and Install 13 New 4 -inch Gate Valve and All LS 1 Required Ductile Iron Piping, Fittings,r- Appurtenances, and Supports per Detail "A" and the specifications. Repair Existing Landscape / Hardscape / Concrete In Kind Connect to Existing Water Main including all Pipe, Fittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and 14 Markings, Removal of Interfering EA 5 Portions of Existing Pipe and Valves, / and Cutting and Abandonment of Existing Water Main(s) and Valve(s) as necessary. Repair Existing Landscape / Hardscape / Concrete In Kind. I -C -3c Agreement No. 5966 Alternative Bid Items (Determined by the City on as -needed basis) 15 Misc. Concrete Improvements SF 317 'z�' ►— Cold mill and overlay top 2" asphalt concrete per specs for full width of the 16 Project street to join final grade of resurfaced trenches, including necessary valve and manhole adjustments, striping Type II Slurry Seal for full width of 17 the project street, including crack sealing, vegetation removal, striping 18 I Misc. Water Improvements TOTAL BID ITEMS 1 THROUGH 18 =$ SF 32,364 SF 35,496 LS 1 (2.,, 3 0 M 791LJ17- TOTAL BID WRITTEN IN WORDS: All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. 1-C-3 e I -C-3 d Agreement No. 5966 THIS PAGE LEFT BLANK I -C-4 Agreement No. 5966 BIDDER'S INFORMATION Company Name: C CA `r'0 ®`, c, it v C- ` V` v\c BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) 9 If corporation, State of Incorporation (i.e., California) -�o v; ► �c Business laoL�rr... �� i a�.............>...... �............ c�. Address �e:�.. �.... �� : - � ............� TelephoneNo. - S ®O C'i.�"i� ..................................................... .. Facsimile No. LSCS — S S` State Contractor's License No. and Class '7 9 5, 019 � DIR# r, o State License Original Date Issued 3 l� I Zo Expiration Date 3 31 ,2 4 2 -L- The— The following are the names, titles, email addresses, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal:AIVIACT ............3J ` 1,0 ' ....... ,C` `r �..- .............. rC �5... m._. The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: VQ All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows:: 1 I -C-5 Agreement No. 5966 BIDDER'S INFORMATION (CONTINUED) Company Name: C ed,)r© c- %-Ti, r Bidder shall list the name of the person who attended the mandatory pre-bid job walk: Name: ,Yak c Title:') itle:�' �, r e I -C-6 N Agreement No. 5966 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this day of 20 BIDDER Subscribed and sworn to this day of .20—. NOTARY PUBLIC I -C-7 AgreEv6IsN61QC60M-854 PROPOSAL GUARANTEE BID BOND WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 KNOW ALL MEN BY THESE PRESENTS that, Cedro Construction, Inc. , as BIDDER, and Old Republic Surety Company , as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of Ten Percent* DOLLARS ($ ** ), which is ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. * Of The Total Amount Bid ** (10% of Bid) THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this 14th day of September , 20 20 BIDDER* Cedro Construction, Inc. SURETY* Old Republic Surety Company By: Matthew R. Dobyns , Attorney -in -Fact Subscribed and sworn to this day of , 20 NOTARY PUBLIC 120 E. Santa Maria Street Santa Paula, CA 93060 Telephone: (805) 525-0599 14728 Pipeline Ave., Suite E Chino Hills„ CA 91709 Telephone: (909) 367-2015 *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I -C-8 * * Agreement No. 5966 * OLD REPUBLIC SURETY COMPANY * POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That OLD REPUBLIC SURETY COMPANY, a Wisconsin stock insurance corporation, does make, constitute and appoint: RANDY SPOHN, MATTHEW R. DOBYNS, HAMILTON KENNEY, ASHLEY M. SPOHN, OF SANTA ANA, CA its true and lawful Attomey(s)-in-Fact, with full power and authority, for and on behalf of the company as surety, to execute and deliver and affix the seal of the company thereto (if a seal is required), bonds, undertakings, recognizances or other written obligations in the nature thereof, (other than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment col benefits, asbestos abatement contract bonds, waste management bonds, hazardous waste remediation bonds or black lung bands), as follows: ALL WRITTEN INSTRUMENTS and to bind OLD REPUBLIC SURETY COMPANY thereby, and all of the acts of said Attorneys -in -Fact, pursuant to these presents, are ratified and confirmed. This appointment is made under and by authority of the board of directors at a special meeting held on February 18, 1982, This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18, 1982. RESOLVED that, lite president, any vice-president, or assistant vice president, in conluncliori with the secretary or any assistant sc•cr'etary, ina,y appoint attr:rme;ys-in-l'iact or agents with atith,ority as defined tri limped in the ins rurnent evidencang, the appointment in each cane, forand on behatl l" of the cotnpany to execute and chv and ffix t tmlf theto,bbonds, re aixanecs, artl staretyship obligations of all kinds; and said officers may remove any such atlo tpR or agent revoke arcompany rAttorney granted to such person. RESOLVED FURTHER, that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president, any vice president or assistant vice president, and attested and sealed (if a seal be required) by any secretary or assistant secretary; or (ii) when signed by the president, any vice president or assistant vice president, secretary or assistant secretary, and countersigned ancisealed (if a seal be required) by a duly authorized attorney-in-fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys -in -fact or agents pursuant to and within the limits ofthe authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOI.VE'D 11 AltTI°IER, that the si,gnatury ofany authorircd officer and the seal of the company may be affixed by thcsimi'le to any 'Power of Attorney or certification flivre rat' authorizing die exectition and delivery of any bond, undertaking, recog,nirance, or other suretyship obligations of the company; and such signature and scal when so used shall have tht same force and cifTect as though manually affixed. IN WITNESS WHEREOF, OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer, and its corporate seal to be affixed this 28TH day of APRJL, 2020,m OLD REPUBLIC SURETY COMPANY " ir4r ' ..................................-........WAssistant Secreta.ry_......_...................._....... �r�r'� �I 1 +" STATE OF WISCONSIN, COUNTY OF WAUKESHA-SS President On this 8TH day of APRIL, 2020 personally came before me, ......_ _ ... .,.,,,.... . P Y AAgr? Ps7„vso.9. _ w, „, ...... and Kam,f ,.H ifff er to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument, and they each acknowledged the execution of the same, and being by me duly sworn, did severally depose and say; that they are the said officers of the corporation aforesaid, and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. Notary Public My commission expires: 9/28/2022 1111 CERTIFICATE (Expiration of notary commission does not invalidate this instrument) 1, the undersigned, assistant secretary of the OLD REPUBLIC SURETY COMPANY, a Wisconsin corporation, CERTIFY that the foregoing and attached Power of Attomey remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Attomey, are now in force. ,p,wwu, g Y Y em�er 2020 74-7097 r 1 th SeUt W� siraw Signed and sealed at the Cit of Brookfield, W l this da of idA ,7w l A L Assistant Secretary R .. BONDING & INS AGENCY INC 22851-W PonOlts 0 12020 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Agreement No. 5966 qI m mommuuuuuuuuuumui muuuimuumu m uu A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of CALIFORNIA County of ORANGE On September 14th, 2020 before mei ALLEY MARIE SPOH'N, NOTARY PUBLIC, personally appeared MATTHEW R. DOBYNS , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/aye subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity {ieo, and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. ASHLEY MARIE SPOHN q I certify under PENALTY OF PERJURY under the laws of the State of coMM. # z1 asses California that the foregoing paragraph is true and correct. „ ° y' NOTARY PUBLIC CALIFORNIA uw, ORANGE COUNTY My comm.�;�I��gd 27,X21 WITNESS my hand and official seal. Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER ' ❑ PARTNER(S) ❑ LIMITED ® ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/ CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT 11 1. 2. 3. Agreement No. 5966 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) BIDDER'S Contractor's License Number is: r7 9 ,' C1 H 3 Class No.: A The expiration date of BIDDER'S Contractor License is: BIDDER acknowledges that Section 7028.15(e) of the Business and Professions Code provides as follows: "A licensed contractor shall not submit a bid to a public agency unless his or her contractor's license number appears clearly on the bid, the license expiration date is stated, and the bid contains a statement that representations herein are made under penalty of perjury. Any bid not containing this information, or a bid containing information which is subsequently proven false, shall be considered non-responsive and shall be rejected by the public agency." The undersigned declares, under penalty of perjury, that the representations made by the undersigned in this bid proposal are true and correct. Executed on ClA e , 202 ; at !3r"w�P, V—=,c; 1 CJ ! c1,t Q� V -%Ax., (insert City and State where Declaration signed). ms.µ„ /Signature lUES PIPS ,� Typed Name lJ �0 Title Ce -A-<0 C_0V% t CUCTi0V Company Name I -C-9 Agreement No. 5966 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of ) ""w being first duly sworn, deposes and say that he or she is the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signature" Name of Bidder/Company Name Typed Name Date Title I -C-10 Agreement No. 5966 WORKER'S COMPENSATION CERTIFICATION Section 1861 OF THE LABOR CODE (Workers' Compensation) Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her PROPOSAL, shall sign the following certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Signature of Bidder: r. Title: E' �.,. ..y,............_.. Business Name: C e J,,r0 _ r 0 V" - r MAN .............................................. . Business Address: Jo+hA cl 1 U 1 A C A Telephone Number:c t; C)5,1(,A Dated this 2 ( day of 5 QeAv,- )P "„ 20_Z,6. I -C-11 Agreement No. 5966 DESIGNATION OF SUBCONTRACTORS WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: C C Ic) C C,, .v, S k lc Q CA c®, h r As detailed in Section 2-3.1 (Page II -B-3) of the City Standard Specifications, Bidder certifies that it has listed below all subcontractors who will perform work in excess of one-half of one percent (0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and will perform that portion of the work itself. Name of Subcontractor Address (Number and Street) (City, Zip Code) I-larPe� . ..... . . . ............. . ............ . ... -- - . Subcontractor's .. .................... ..... . Contractor Description of License No., & Portion of DIR Registration Work Estimated No. Subcontracted $ Amount (CSLB #) (DIR #) (Me copies of this page if additional space is needed) Signature of Bidder Date I—C-12 Agreement No. 5966 REFERENCES Company Name: ce—Arc) Ccv�cJAx-u c. %'O` -N The following are the names, addresses, and telephone numbers for public agencies for which BIDDER has performed similar work as the prime contractor or major subcontractor within the past five (5) years: 1. Project Title: `ckrr--�ct V 0 S CA Location: 11 e o L-,,, A j �. �, Cir et lc CCdS+ Name and address of owner Ca �� w L 1 1 Ccs 3®1 2_ Name and current telephone number of person familiar with project `'i- 1P6� Type of Work: if.io Ae/O. �..� Tv, c Contract amount: $ (7�k3 \ i a 9 O Date completed: , ?) - I - f ) col C:j Amount of work done by my/our firm under contract $ c6 SO, 4 U Did your firm have any financial interest in Project? _. ko o 2. Project Title: OJC, k 400 2--> Location: Q o' - C't Name ancl address of owner Name and current telephone number of person familiar with project Type of Work: 3, I. �_ I i� , L10 Contract amount: $ _.. - '' .3 , � Date completed:_ 5 .... 0 P 2,6,Z0 Amount of work done by my/our firm under contract $ A ` 1 Did your firm have any financial interest in Project? ........ ...... L> I -C-13 a L! Agreement No. 5966 Project Title: 0 �6, \ SL W QI 1e'Q- Location: C . --c) (n} Name and address of owner t `", _ '�� - 0,46" C)�o Name and current telephone number of person familiar with project Type of Work: Jaw l;1n t- -j%n-- Contract amount: $may ' "� C Date completed: 'Zo qo Amount of work done by my/our firm under contract $ 'j� j _ n cI i - i Did your firm have any financial interest in Project? V� 0 Project Title: CoUvA+; �� `i N t., -� - cs 3 � Location:�c� Name ant address of owner --n CA Cl9 A 1 5 S- -J3 CJS - T7 <-1 '-Z— Name Name and current telephone number of person familiar with project: Type of Work: t 1 Contract amount: $.......12S-6,000 Date completed: 7— ................. u Amount of work done by my/our firm under contract $ —11,11-1111, l9 Did your firm have any financial interest in Project? GL)d I -C-14 Agreement No. 5966 ^ 5. Project Titley" " . e( 6L," Location: '�"70 �� 4...� ► ray �,�.�.r«�, w :M� ew Cl�"�k .:]6 a Name an , address of owner Name and current telephone number of person familiar with project: II Type of Work: (,4,),p1(� pd S-� 9,,� ( 1 Contract amount: $ C1 is L1 . L © Q Date completed:.......- f S Q O 'zo Amount of work done by my/our firm under contract $ ,) k I Did your firm have any financial interest in Project? V � 'n Bidder may attach additional reference pages if necessary. The following are the names, addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds: ^ t ..0 .............2-...7 -7iH sem 7a/1 I -C-15 Agreement No. 5966 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. 1. Have you ever been disqualified from any government contract? Yes ❑ No A- 2. If yes, explain the circumstances: 3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes P(__. No ❑ .... ............... /3iZdder's ... ... Si Name (Please Print) I -C-16 Agreement No. 5966 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: Type of lr1surance;, Limits Commercial general liability: $2,000,000 Business automobile liability: $1,000,000 Workers compensation: Statutory requirement Commercial general liability insurance must meet or exceed the requirements of ISO -CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as "additional insureds" under said insurance coverage and to state that such insurance will be deemed "primary" such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an "occurrence," not a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City. Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for the City. Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol 1 (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of "A:VII." Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California Worker's Compensation Coverage with the associated Waiver. Out-of-state coverage will not be accepted in lieu of the California coverage, because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." ._.._._....... _..... _._._.._............ _............... Date Bidder, sbSigunature I -C-17 Agreement No. 5966 END PROPOSAL SECTION I -C-18 Agreement No. 5966 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this aZ- day of 20 2O BIDDER C CMA S4 V C - ....... . . ..................... ........................................... Subscribed and sworn to this NOTARY PUBLIC q (g'-:5 / 'Ziin 2 � day of 120 A notary public or other officer competinq th,,s cen,ficale Verifies only the identity of the individual who signed the documenl to which this cenificate is attached, and not the truthfulness, acruracy, or validity of that document State of California, County of Subscribed and sworn to (or affirmed) before me on this. day of S --40)- e—>�,by A/L �e- '7 0 proved to me on the basis of satisfactory evidence to be the person(s) w o appeared b forefne Signature t7i t'L--- .--(seal) GO 01i I -C-7 CALUM M, ARMSTR6NG-D'ER00j COMM. # 2208666 NOTARY PUBLIC - CALIFORNIA > ANGELES CO LOS UNTY lop, My COMM. E.VimeAug 412021 I -C-7 Agreement No. 5966 I September 9, 2020 ADDENDUM NO. 1 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time are still Tuesday, September 15, at 11:00 am 2. Please use the attached revised bid schedule, titled "Bid Schedule (Revised 09/09/20)." The four page numbers have been changed. They begin on page I -C - 3a and end on page I -C -3d. Descriptions of Alternative Bid Items 16 and 17 have been clarified. Please submit all four revised pages with your proposal packages. 3. Please see this project's attached Supplement to Addendum 1 for contractor questions and the City's responses to them. 4. Please note the changes to the bid opening procedure listed in the Supplement. 5. Please see attached DIR News Release attached to this Addendum, to be applied to this project. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejectio 'f Signature: �; �,„ .. ate:J- �,... 'I Print Company Name: C�j V C)(OL. �� -' L Page 1 of 1 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5966 BID SCHEDULE (REVISED 09/09/20) WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: BASE BID ITEMS I -C-3 a UNIT PRICE IN ITEM FIGURES AMOUNT NO. DESCRIPTION UNIT QTY ($) ($) 1 Mobilization/Demobilization LS 1%23j 2 Traffic Control, Public Safety LS 1 and Convenience 3 Utility Potholing LS I5� 4 Bracing and Shoring LS I Construct 10 -inch Ductile Iron (Class 350) Water Main including all Fittings and Appurtenances, Trench 5 Excavation, Pipe Bedding, Trench LF 1,050 Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings Construct 6 -inch Ductile Iron (Class 350) Water Main or Lateral including all Fittings and Appurtenances, Trench Excavation, Pipe 6 LF 80 Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings I -C-3 a Agreement No. 5966 September 14, 2020 ADDENDUM NO.2 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time have been changed to Tuesday, September 22, at 11:00 am 2. Please see this project's attached Supplement to Addendum 2 for contractor questions and the City's responses to them. 3. Please note the changes to the bid opening procedure listed in the Supplement. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection„” Signature: f Date: 01 e 15 Print Company Name: Q cav,%Od ""\ c Page 1 of 1 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5966 EOUAL EMPLOYMENTOPPORTUNITY COMPLIANCE BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. NONCOLLUSION AFFIDAVIT BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the City of El Segundo is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. I -C-2 September 18, 2020 IM' Agreement No. 5966 ADDENDUM NO.3 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time is still Tuesday, September 22, at 11:00 am 2. A planholder has asked about potential staging areas for the project. City locations suggested by the contractor, and potentially the parking area on the north side of Hughes Way east of Pacific Coast Highway, might be able to be used under the following conditions: • The City must review and approve the suggested area(s) for staging prior to their use. • On Hughes Way the section used for staging shall not be longer than 100 feet in length. • No other company shall already be using the suggested area when the PW 20-04 project contractor begins staging. • Materials placed on the right-of-way shall only to be enough for each day's work—no overnight storage of materials shall occur on City streets. • The contractor shall take Before pictures of the staging area(s) and, if damage occurs during construction, return the area(s) to original condition or better after the project construction is complete at no additional cost to the City. This may include but is not limited to, asphalt repairs, paving and re -striping. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: ate® ®2— Print Company Name: ¢' i� R� �c7 ' �� -�i c Page 1 of 1 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5966 t 11 CONTRACT DOCUMENTS PLANS & SPECIFICATIONS I WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET EL SEGUNDO, CA 90245 310-524-2300 https://www.elsegundo.org/government/departments/city-clerk/bid-rfp littt)s://w-w\v.elsep-tindo.orL,,/r-,ovemment/depailmerits/r)Liblic-works/reCiLieSt-PLiblic-works-()id MANDATORY PRE-BID MEETING TUESDAY, SEPTEMBER 1, 2020 AT 10:00 AM AT THE SOUTHEAST CORNER OF THE INDIANA STREET/E. HOLLY AVENUE INTERSECTION EL SEGUNDO, CA 90245 BIDS DUE TUESDAY, SEPTEMBER 15, 2020 AT 11:00 AM Agreement No. 5966 BIDS WILL BE RECEIVED IJP TO THE HOUR OF 11:00 A.M. TUESDAY, SEPTEMBER 15, 2020 OFFICE OF THE CITY CLERK CITY HALL 350 MAIN STREET EL SEGUNDO, CALIFORNIA 90245 AT WHICH TIME THEY WILL BE PUBLICLY OPENED 19 Agreement No. 5966 SPECIAL INSTRUCTIONS TO CONTRACTORS Contractors are required to review section 7-3 of the STANDARD SPECIFICATIONS, pages II -B-25 thru II -B-26 "LIABILITY INSURANCE". ONLY CONTRACTORS ABLE TO OBTAIN AND FURNISH THE REQUIRED COVERAGE AND ENDORSEMENT "ISO" FORMS SHOULD CONSIDER SUBMITTING A BID PACKAGE. The Contractor will be required to apply and obtain an Encroachment Permit from the City Public Works Department as well as any applicable Building/Safety Permit from the City Building Planning and Building Safety Department. The permits will be issued on a "no -fee" basis. The Contractor shall be responsible for calling the Building Safety Division for inspections. All noted deficiencies shall be corrected by the contractor. The project will not be accepted as complete until the contractor obtains a final sign -off from the Department of Planning and Building Safety. Agreement No. 5966 TABLE OF CONTENTS SECTION I — LEGAL A. NOTICE INVITING SEALED BIDS B. BIDDING INSTRUCTIONS 1. DEFINITION 2. BIDDER'S REPRESENTATIONS 3. BIDDING DOCUMENTS 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 5. PRODUCT SUBSTITUTIONS 6. SUBCONTRACTORS 7. ADDENDA 8. PRE-BID CONFERENCE 9. FORM AND STYLE OF BIDS 10. BID SECURITY 11. MODIFICATION OR WITHDRAWAL OF BID 12. OPENING OF BIDS 13. REJECTION OF BIDS 14. AWARD C. PROPOSAL 1. PROPOSAL, FIRST PAGE 2. BID SCHEDULES a. BASE BID 3. BIDDER'S INFORMATION 4. BIDDER AND NOTARIAL ACKNOWLEDGEMENT 5. PROPOSAL GUARANTEE BID BOND 6. CONTRACTOR'S LICENSE DECLARATION 7. NON -COLLUSION AFFIDAVIT 8. WORKER'S COMPENSATION CERTIFICATION 9. DESIGNATION OF SUBCONTRACTORS 10. REFERENCES 11. BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS 11. INSURANCE REQUIREMENTS D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT E. FAITHFUL PERFORMANCE BOND PAGE I -A-1 TO A-3 I -B-1 TO B-8 I -B-1 I -B-1 I -B-2 I -C-1 TO C-17 I -C-1 I -C-3 I -C-3 I -C-4 I -C-6 I -C-7 I -C-8 I -C-9 I -C-10 I -C-11 I -C-34 I -C-15 I -C-16 I -D-1 TO D-5 I -E-1 TO E-3 F. MATERIAL AND LABOR BOND I -F-1 TO F-3 Agreement No. 5966 SECTION II — GENERAL REQUIREMENTS PAGE A. GENERAL SPECIFICATIONS II -A-1 TO A-2 1. REGISTRATION OF CONTRACTORS II -A-1 2. INSURANCE AND CITY BUSINESS LICENSE II -A-1 1 EMERGENCY INFORMATION II -A-1 4. FURNISHING OF WATER II -A-1 5. CALIFORNIA - OCCUPATIONAL SAFETY 1-2 AND HEALTH ADMINISTRATION II -A-1 6. SOUND CONTROL II -A-2 T AIR POLLUTION CONTROL II -A-2 8. WORKER UNIFORMS II -A-2 B. STANDARD SPECIFICATIONS II -B-1 TO B-34 0-1 STANDARD SPECIFICATIONS II -B-1 0-2 NUMBERING OF SECTIONS II -B-1 0-3 MODIFICATIONS II -B-1 1-2 DEFINITIONS II -B-1 1-2.1 ADDITIONAL DEFINITIONS II -B-1 1-3 ABBREVIATIONS II -B-2 2-0 SCOPE AND CONTROL OF WORK II -B-3 2-1.1 ACCESS TO PROJECT SITE II -B-3 2-1.2 OWNERSHIP AND USE OF CONTRACT II -B-3 DOCUMENTS 2-3 SUBCONTRACTS II -13-3 2-3.1 GENERAL II -B-3 2-3.2 ADDITIONAL RESPONSIBILITY II -B-4 2-4 CONTRACT BONDS II -B-4 2-5 PLANS AND SPECIFICATIONS II -B-5 2-5.1 GENERAL II -B-5 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS II -B-5 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS II -B-6 2-8 RIGHT-OF-WAY II -B-6 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES II -B-6 2-9 SURVEYING II -B-6 2-9.3 SURVEY SERVICE II -B-6 2-9.3.1 CONSTRUCTION SURVEYING II -B-6 2-9.3.2 MEASUREMENT AND PAYMENT II -B-7 3-3.2.2 BASIS FOR ESTABLISHING COSTS II -B-7 3-3.2.3 MARK UP II -13-7 lu Agreement No. 5966 SECTION II — GENERAL REQUIREMENTS (Continued) 3-3.3 DAILY REPORTS BY CONTRACTOR 3-4 CHANGED CONDITIONS 3-5 DISPUTED WORK 4-1.3 INSPECTION REQUIREMENTS 4-1.3.1 GENERAL 4-1.3.2 INSPECTION OF MATERIALS NOT PRODUCED LOCALLY 4-1.6 TRADE NAMES OR EQUALS 5-2 PROTECTION 5-2.1 INCORRECT LOCATION OF UTILITIES 5-4 RELOCATION 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION 5-5 DELAYS 5-5.1 CALCULATING IDLE TIME 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 CONTRACT SCHEDULE 6-1.2 CONTENT OF CONTRACT SCHEDULE 6-1.3 EFFECT OF CONTRACT SCHEDULE 6-1.4 COMMENCEMENT OF CONTRACT TIME 6-4 DEFAULT BY CONTRACTOR 6-4.1 GENERAL 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL OVER THE WORK 6-4.3 SURETY'S ASSUMPTION OF CONTROL 6-6 DELAYS AND EXTENSIONS OF TIME 6-6.1 GENERAL 6-6.2 EXTENSION OF TIME 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR 6-6.4 WRITTEN NOTICE AND REPORT 6-7.2 WORK DAYS AND WORKING HOURS 6-7.4 NIGHT WORK 6-7.5 WEEKEND AND HOLIDAY WORK 6-8 COMPLETION AND ACCEPTANCE 6-8.1 GENERAL GUARANTY 6-9 LIQUIDATED DAMAGES 6-9.1 FAILURE TO COMPLETE WORK ON TIME 6-11 DISPUTES AND CLAIMS; PROCEDURE 6-11.1 GENERAL 6-11.2 FORM ff PAGE II -B-8 II -B-8 II -B-9 II -B-9 II -B-9 II -B-10 II -B-12 II -B-12 II -B-13 II -B-14 II -B-14 II -B-14 II -B-14 II -B-15 II -B-15 II -B-15 II -B-16 II -B-16 II -B-16 II -B-16 II -B-17 II -B-17 II -B-17 II -B-18 II -B-18 II -B-18 II -B-18 II -B-18 II -B-19 Agreement No. 5966 SECTION II — GENERAL REQUIREMENTS (Continued) 6-11.3 CLAIMS SUBMITTED TO ENGINEER 6-11.4 CLAIMS IS PREREQUISITE TO OTHER REMEDY 6-11.5 DECISION ON CLAIMS 6-11.6 APPEAL OF ENGINEER'S DECISION 6-11.7 MEDIATION 6-11.8 ARBITRATION 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING 6-11.10APPEAL TO SUPERIOR COURT; WAIVER OF JURY TRIAL 7-2 LABOR 7-2.3 PREVAILING WAGES 7-2.4 RECORD OF WAGES PAID; INSPECTION 7-3 LIABILITY INSURANCE 7-3.1 GENERAL 7-3.2 INDEMNIFICATION AND DEFENSE 7-5 PERMITS 7-8.1 CLEAN UP AND DUST CONTROL 7-8.1.1 GENERAL 7-8.1.2 WATERING 7-8.6 WATER POLLUTION CONTROL 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 TRAFFIC AND ACCESS 7-10.2 STREET CLOSURES, DETOURS, BARRICADES 7-10.5 PROTECTION OF THE PUBLIC 7-15 HAZARDOUS MATERIAL 9-2 LUMP SUM WORK 9-3.2 PARTIAL AND FINAL PAYMENTS 9.3.3 DELIVERED MATERIALS 1004TERMINATION OF AGENCY LIABILITY iv PAGE II -B-20 II -B-21 II -B-21 II -B-21 II -B-22 II -B-22 II -B-22 II -B-22 II -B-23 II -B-23 II -B-24 II -B-24 II -B-24 II -B-27 II -B-28 II -B-28 II -B-28 II -B-28 II -B-28 II -B-29 II -B-30 II -B-30 II -B-30 II -B-31 II -B-31 II -B-32 II -B-33 II -B-34 II -B-34 Agreement No. 5966 SECTION III — SPECIAL PROVISIONS PAGE HI -A-1 THRU III -A-25 APPENDICES Appendix 1— City Map Appendix 2 — Typical No Parking Sign — El Segundo Standard ST -18 Appendix 3 — Centerline, Tie Information Appendix 4 — City of El Segundo Water Facility Standard Plans Appendix 5 — Water Facilities Approved Materials List Appendix 6 — Project Plans Agreement No. 5966 NOTICE INVITING SEALED BIDS FOR WATER MAIN IMPROVEMENTS ON INDIANA STREET IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 20-04 The City of El Segundo is accepting sealed bids in the City Clerk's office, 350 Main Street, El Segundo, California 90245, until 11:00 a.m. on: TUESDAY, SEPTEMBER 15, 2020 at which time they will be publicly opened. Bids will not be accepted after that time. As described in the Bidding Documents, the bids are for a public works project ("Project") which consists of Water Main Improvements and related work as shown on the plans on file with the City's Public Works Department. Work on the Project must be performed in strict conformity with Specifications No. PW 20-04 as adopted by the El Segundo City Council on August 18, 2020 which is filed with the Public Works Department. Contractors bidding the project shall provide a minimum of five government agency, preferably municipal, references. The references shall be for the contractors' building similar projects (in terms of scope, size, type, magnitude and complexity), as the prime contractor in the past five (5) years. Bidders shall include references, etc. to demonstrate qualification. Copies of the Plans, Specifications, Contract Documents and Engineer's estimate are available from the Engineering Division of the Public Works Department, City of El Segundo, 350 Main Street, El Segundo, California, 90245. Plans And Specifications are alternately available electronically via https://www.elsegundo.org/government/departments/public-works/request- public-works-bid A mandatory pre-bid meeting is scheduled for Tuesday, September 1, 2020, at 10:00 AM at the southeast corner of the Indiana Street/E. Holly Avenue intersection in El Segundo, CA 90245. Failure to attend the mandatory meeting will disqualify a company's bid. All questions regarding the project are due to https://www. elsegundo.org/government/departments/pub lic-works/request-pub l ic-works-bid by Thursday, September 3, 2020, at 1:00 PM. The terms and conditions for bidding on the Project are described in the attached Bidding Instructions. This project requires payment of State prevailing rates of wages for Los Angeles County. The contractor must post copies of the prevailing schedule at each job site. Copies of these rates of wages are available from the State of California Department of Industrial Relations Prevailing I -A-1 Agreement No. 5966 Wage Unit, Telephone No. (415) 703-4774. The website for this agency is currently located at www.dir.ca.gov. Note that the Project is subject to compliance monitoring and enforcement by California Department of Industrial Relations. Pursuant to California law, the City must find bids failing to comply with all applicable Labor Code requirements including, without limitation, Labor Code §§ 1725.5 and 1771.4 to be nonresponsive. The contractor to whom the contract is awarded must assist in locating, qualifying, hiring and increasing the skills of minority group employees and applicants for employment, as set forth in Executive Order 11246 and 11375. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Compliance with the prevailing rates of wages and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The City of El Segundo hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. The Contractor's duty to pay State prevailing wages can be found under Labor Code Section 1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment. Five percent (5%) will be deducted from each progress payment and retained by the City. The remainder less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts Code ("PCC") § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, any such election will be at the Contractor own expense and will include costs incurred by the City to accommodate the Contractor's request. In entering into a Public Works contract, or a subcontract, to supply goods, services, or materials pursuant to a public works contract, the Contractor, or Sub -Contractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties. I -A-2 Agreement No. 5966 Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders and submitted to the City Clerk, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: WATER MAIN IMPROVEMENTS ON INDIANA STREET "SEALED BIDS FOR PROJECT NO.: PW 20-04 IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" The bid must be accompanied by a bid bond, made payable to the City of El Segundo for an amount no less than ten percent (10%) of the amount bid for the base contract. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the State Business and Professions Code. For these projects, those acceptable classes of license shall be "A". The successful Contractor and his Sub -Contractors will be required to possess the correct license for their project classifications, and valid City Business Licenses from the City of El Segundo. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. Any contract entered into pursuant to this notice shall become effective or enforceable against the City of El Segundo only when the formal written contract has been duly executed by the appropriate officer(s) of the City of El Segundo. DATED this day of 12020 CITY OF EL SEGUNDO, CALIFORNIA ........... .... Tracy Weaver, City Clerk I -A-3 Agreement No. 5966 BIDDING INSTRUCTIONS 1. DEFINITIONS. Unless provided otherwise, the definitions in the Greenbook, Special Conditions, or other Contract Documents are applicable to all Bidding Documents. 1.1 "Addenda" means written or graphic instruments issued by the City before the Bid Deadline that modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections. 1.2 "Alternate" means a proposed change in the Work, as described in the Bidding Documents which, if accepted, may result in a change to either the Contract Sum or the Contract Time, or both. 1.3 "Bid Deadline" means the date and time designated in the Notice for Bids as the last date and time for receipt of Bids, as may be revised by Addenda. 1.4 "Bidder" means a person or firm that submits a Bid. 1.5 "Bidding Documents" means the construction documents prepared and issued for bidding purposes including all Addenda. 1.6 "Lump Sum Base Bid" means the sum stated in the Bid for which Bidder offers to perform the Work described in the Bidding Documents, but not including unit price items or Alternates. 1.7 "Unit Price" means an amount stated in the Bid for which Bidder offers to perform the Unit Price Work for a fixed price per unit of measurement. 2. BIDDER'S REPRESENTATIONS. By making its Bid, Bidder represents that: 2.1 Bidder read, understood, and made the Bid pursuant to the requirements in the Bidding Documents. 2.2 Bidder visited the Project site and is familiar with the conditions under which the Work will be performed and the local conditions as related to the Contract Documents. 2.3 The Bid is based upon the materials, equipment, and systems required by the Bidding Documents. 2.4 Bidder and all Subcontractors, regardless of tier, have the appropriate current licenses issued by the State of California Contractor's State License Board for the Work to be performed. If Bidder is a joint venture, the Bidder will have a joint venture license appropriate for the performance of the work, and each member of the joint venture will likewise have the appropriate license. Business and Professions Code §§ 7000- 7191 establish licensing requirements for contractors. If a Bidder, that is a specialty contractor, submits a Bid involving 3 or more specialized building trades, the work of which is more than incidental and supplemental to the performance of the Work for which Bidder holds a specialty contractor license, Bidder must also hold either (1) a specialty contractor "C" license in each such trade, (2) a General Engineering contractor "A" license, or (3) a General Building contractor `B" license. This requirement is applicable whether or not Bidder lists a Subcontractor for each such trade. 2.5 If licensure or proper licensure is controverted, then proof of licensure pursuant to I -B-1 Agreement No. 5966 this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2.6 Bidder has the expertise and financial capacity to perform and complete all obligations under the Bidding Documents. 2.7 The person executing the Bid Form is duly authorized and empowered to execute the Bid Form on Bidder's behalf. 2.8 Bidder is aware of and, if awarded the Contract, will comply with Applicable Code Requirements in its performance of the Work. 2.9 The Bidder has paid the City's business license fee(s) 2.10 The Bidder, per SB 854 requirements for public projects, has registered with and paid their annual fee to the California State Department of Industrial Relations. Information about SB 854 and its requirements can be found at this link: http://www.dir.ca.gov/Public-Works/SB854.html 3. BIDDING DOCUMENTS 3.1 Bidders may obtain complete sets of the Bidding Documents from the City's Public Works Department for the sum stated in the Notice for Bids. 3.2 Bidders will use a complete set of Bidding Documents in preparing Bids. 3.3 The City makes copies of the Bidding Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Bidding Documents. 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS. 4.1 Before submitting its Bid, Bidder will carefully study and compare the various documents comprising the Bidding Documents and compare them with any other work being bid concurrently or presently under construction which relates to the Work for which the Bid is submitted; will examine the Project site, the conditions under which the Work is to be performed, and the local conditions; and will at once report to the City's Representative errors, inconsistencies, or ambiguities discovered. 4.2 Requests for clarification or interpretation of the Bidding Documents will be addressed to the City's Representative. 4.2.1 The release of the bid package begins a quiet period for potential Bidders participating in this project. The City of El Segundo realizes it is critical to provide Bidders with a vehicle to ask questions so that quality responses can be prepared. Questions must be submitted in writing to project managers via the City website: https://www.el segundo.org/government/departments/publ ic-works/request- public-works-bid I -B-2 Agreement No. 5966 Responses to all questions will be provided in writing to all Bidders in accordance with the schedule below. We will not identify companies or individuals that pose questions. Potential bidders must not call City of El Segundo employees to discuss potential projects or ask questions regarding the bid. Questions Due by Thursday, September 3, 2020, at 1:00 PM Questions Answered by September 9, 2020 4.3 Clarifications, interpretations, corrections, and changes to the Bidding Documents will be made by Addenda. Clarifications, interpretations, corrections, and changes to the Bidding Documents made in any other manner will not be binding and Bidders must not rely upon them. 5. PRODUCT SUBSTITUTIONS. No substitutions will be considered before award of Contract. Substitutions will only be considered after award of the Contract and as provided for in the Contract Documents. 6. SUBCONTRACTORS. 6.1 Each Bidder will list in the Bid Form all first-tier Subcontractors that will perform work, labor or render such services. The Bid Form contains spaces for the following information when listing Subcontractors: (1) Work Activity; (2) name of Subcontractor; (3) city of Subcontractor's business location. Failure to list any of these items on the Bid Form will result in the City treating the Bid as if no Subcontractor was listed for the Work and that Bidder represents to the City that it is fully qualified to perform that portion of the Work and will perform do so. 6.2 Subcontractors listed in the Bid Form will only be substituted after the Bid Deadline with the City's written consent in accordance with California law. 7. ADDENDA. 7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Bidding Documents and who have provided a street address for receipt of Addenda. 7.2 Copies of Addenda will be made available for inspection at the City's Public Works Department. 7.3 The City will issue Addenda so that they are received by prospective Bidders not later than three (3) business days before the Bid Deadline. Addenda that withdraw the request for Bids or postpone the Bid Deadline may be issued anytime before the Bid Deadline. 7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda before issuing a Bid. S. PRE-BID CONFERENCE. Bidder will attend a Pre -Bid Conference where City will discuss the Bidding Documents, answer questions, accept comments, and conduct a Project site visit. The City requires all Pre -Bid Conference attendees to arrive for the meeting on time and to I -B-3 ) Agreement No. 5966 sign an attendance list which is used to determine if Bidders meet this requirement. Any Bidder not attending the Pre -Bid Conference in its entirety will be deemed to have not complied with the requirements of the Bidding Documents and its Bid will be rejected. 9. FORM AND STYLE OF BIDS 9.1 Bids will be submitted on the Bid Form included with the Bidding Documents. Bids not submitted on the City's Bid Form will be rejected. 9.2 All blanks on the Bid Form will be filled in legibly in ink or by typewriter. 9.3 Bidder's failure to submit a price for any Alternate or unit price will result in the Bid being considered as nonresponsive. If Alternates are called for and no change in the Lump Sum Base Bid is required, enter "No Change." 9.4 Each Bidder must fill out the "Bidders Statement of Past Contract Disqualifications" form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The Bidder must explain the circumstances of each disqualification. The City may reject the bid based on such information. 9.5 Bidder will make no stipulations on the Bid Form nor qualify the Bid in any manner. 9.6 The Bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expressly understood that the plans are drawn with as much accuracy as is possible in advance, but should errors, omissions or discrepancies exist in the plans which show conditions that vary from those encountered in construction, the Bidder (if awarded the Contract) specifically agrees to construct a completed work ready for the use and in the manner which is intended. In the event of increasing or decreasing of work, the total amount of work actually done or materials or equipment furnished must be paid for according to the unit or lump sum price established for such work under the contract, wherever such unit or lump sum price has been established. In the event no prices are named in the contract to cover such changes or alterations, the cost of such changes must be covered as extra work. 9.7 The Bid Form will be signed by a person or persons legally authorized to bind Bidder to a contract. Bidder's Representative will sign and date the Declaration included in the Bid Form. Failure to sign and date the declaration will cause Bid to be rejected. 9.8 Bids must be submitted in writing on the Proposal forms provided by the City of El Segundo. One (1) set of these Proposal forms is inserted loose herein for use by the bidders. Bidders are required to submit one (1) original set of the proposal forms. All information requested therein must be clearly and legibly set forth in the manner and form indicated. 9.9 Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed. No bidder shall at any time after submissions of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract documents shall be called to the attention of the City of El Segundo and clarified prior to the submission of proposals. I -B-4 Agreement No. 5966 10. BID SECURITY 10.1 Each Bid will be accompanied by Bid Security, in the amount of 10% of the Lump Sum Base Bid as security for Bidder's obligation to enter into a Contract with the City on the terms stated in the Bid Form and to furnish all items required by the Bidding Documents. Bid Security will be a Bid Bond on the form provided by the City or a certified check made payable to "City of El Segundo." When a Bond is used for Bid Security, failure to use the City's Bid Bond form will result in the rejection of the Bid. 10.2 If the apparent lowest responsible Bidder fails to sign the Agreement and furnish all items required by the Bidding Documents within the time limits specified in these Instructions to Bidders, the City will disqualify such Bidder and select the next apparent lowest responsible Bidder until all bids have been exhausted or the City may reject all bids. In such an event, the disqualified Bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the Bid Security, between the amount of the disqualified Bid and the larger amount for which the City procures the Work. 10.3 If a Bid Bond is submitted and an attorney-in-fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the Bid Bond. The surety issuing the Bid Bond will be listed in the latest published State of California, Department of Insurance list of, "Insurers Admitted to Transact Surety Insurance in This State." 10.4 The City will retain Bid Security until the occurrence of one of the following: 10.4.1 All items required by the Bidding Documents have been furnished and the Agreement has been signed by the successful Bidder and the City. 10.4.2 The specified time has elapsed during which Bids may be withdrawn. 10.4.3 All Bids have been rejected. 10.5 The Bid Form, Bid Security, and all other documents required to be submitted with the Bid must be enclosed in a sealed opaque envelope. The envelope must be addressed to the City Clerk. The envelope must be identified with the Bidder's name and address, and identify the Project for which the Bid is submitted, as follows: "SEALED BIDS FOR PW 20-04: WATER MAIN IMPROVEMENTS ON INDIANA STREET. DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or delivered by messenger, 10.6 Bids will be deposited at the designated location on or before the Bid Deadline. A Bid received after the Bid Deadline will be returned to Bidder unopened. 10.7 Bidder will assume full responsibility for timely delivery at the location designated for receipt of Bids. 10.8 Oral, telephonic, facsimile, or telegraphic Bids are invalid and will not be accepted. 10.9 All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws related to bids for contracts of this nature whether the same is expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith. Im Agreement No. 5966 11. MODIFICATION OR WITHDRAWAL OF BID. 11.11 Before the Bid Deadline, a submitted Bid may be modified or withdrawn. Notice of such action will be given to the City in writing and signed by the Bidder's authorized representative. A change so made will be so worded as not to reveal the amount of the original Bid. 11.12 A withdrawn Bid may be resubmitted up to the Bid Deadline, provided that it then fully complies with the Bidding Requirements. 11.13 Bid Security will be in an amount sufficient for the Bid as modified or resubmitted. 11.14 Bids may not be modified, withdrawn, or canceled within sixty (60) days after the Bid Deadline unless otherwise provided in Supplementary Instructions to Bidders. 11.15 Proposals may not be withdrawn after said Bid Deadline without forfeiture of the proposal guarantee. 11.16 The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so. 11.17 No mention shall be made in the proposal of Sales Tax, Use Tax, City Business License, or any other tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 11.18 No mention shall be made in the proposal of the cost of bonds as all amounts bid will be deemed and held to include any such costs, which may be applicable. 12. OPENING OF BIDS. Bids submitted in the manner required by these instructions and are received on or before the Bid Deadline will be opened publicly. 13. REJECTION OF BIDS. 13.1 The City will have the right to reject all Bids. 13.2 The City will have the right to reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way materially incomplete or irregular. 13.2.1 Unrequested/unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. 13.3 In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposal will be accepted from a bidder who has not been licensed in accordance with the provisions of the State Business and Professions Code. 14. AWARD 14.1 The City may retain all bids for a period of sixty (90) days for examination and Agreement No. 5966 comparison, and to delete any portion of the work from the contract. 14.2 The City will have the right to waive nonmaterial irregularities in a Bid and to accept the lowest responsive Bid as determined by The City. 14.3 The City will have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents. 14.4 The City will determine the low Bidder on the basis of the sum of the Lump Sum Base Bid plus all unit prices multiplied by their respective estimated quantities as stated in the Bid Form, if any, plus the Contractor Delay Damages multiplied by the "multiplier" as stated in the Bid Form, plus the amounts of all accepted Alternates. 14.4.1 Inclusion of Contractor Delay Damages within the Bid Form is solely for the purpose of determining the low bidder and establishing the City's maximum daily liability as a result of City delays to Contractor, if any, and City has no obligation to pay any daily Contractor Delay Damages except as provided for in these Contract Documents for Compensable Delays. In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Proposal Form or Contractor's actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents. 14.5 The City will select the apparent lowest responsive and responsible Bidder and notify such Bidder within thirty (30) days (unless number of days is modified in Supplementary Instructions to Bidders) after the Bid Deadline or reject all bids. Within ten (10) days after receiving the City's notice that Bidder was selected as the apparent lowest responsible Bidder, Bidder will submit to the City all of the following items: 14.5.1 One original of the Agreement signed by Bidder. 14.5.2 One original of the Payment Bond. 14.5.3 One original of the Performance Bond. 14.5.4 Certificates of Insurance on form provided by the City. 14.5.5 Names of all Subcontractors, with their addresses, telephone number, facsimile number, trade on Bidders' company stationery. Evidence, as required by the City, of the reliability and responsibility of the proposed Subcontractors such as statements of experience, statements of financial condition, and references. 14.5.6 Preliminary Contract Schedule. 14.5.7 Selection of Retention Options and Escrow Agreement for Deposit of Securities in Lieu of Retention and Deposit of Retention. If not submitted, the City will withhold retention. 14.5.8 Cost Breakdown. 14.6 Before award of the Contract, the City will notify Bidder in writing, if the City objects to a Subcontractor proposed by Bidder, in which case Bidder will propose a substitute acceptable to the City. Failure of the City to object to a proposed Subcontractor before award will not preclude the City from requiring replacement of any Subcontractor based upon information received subsequent to award, information which cannot be properly evaluated before award due to time constraints, or information relating to a failure to comply with the requirements of the Contract. I -B-7 Agreement No. 5966 14.7 If Bidder submits the original signed Agreements and all other items within ten (10) days after receiving the City's notification, and all such items comply with the requirements of the Bidding Documents, the City will award the Contract to Bidder by signing the Agreement and returning a signed copy of the Agreement to Bidder. 14.8 If the City consents to the withdrawal of the Bid of the apparent lowest responsible Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the Agreement or submit to the City all of the items required by the Bidding Documents, within ten (10) days after receiving the City's notification, or the City determines that the Bidder is not financially or otherwise qualified to perform the Contract, the City may reject such Bidder's Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids. I -B-8 Agreement No. 5966 PROPOSAL FOR THE WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Date 20 Company Name: TO THE CITY OF EL SEGUNDO: In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid shall be considered evidence that the BIDDER has satisfied himself regarding the contract documents, access and any other field conditions which may effect bid prices. If this proposal is accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to the City of El Segundo of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all apparent 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. If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the City of El Segundo's notice of award of contract to the BIDDER, including sending by U.S. Mail a Public Works Contract for signature by the Awardee, the proceeds of the security accompanying this bid shall become the property of the City of El Segundo and this bid and the acceptance hereof may, at the City of El Segundo's option, be considered null and void. I -C-1 Agreement No. 5966 EQUAL EMPLOYMENT OPPORTUNITY" COMPLIANCE BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION, BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. NONCOLLUSION AFFIDAVIT BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the City of El Segundo is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. I -C-2 BID SCHEDULE WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: BASE BID ITEMS Agreement No. 5966 I -C -3a UNIT PRICE IN ITEM FIGURES AMOUNT NO. DESCRIPTION UNIT QTY 1 Mobilization/Demobilization LS 2 Traffic Control, Public Safety and Convenience LS 3 Utility Potholing LS , 1 4 Bracing and Shoring LSI 1 Construct 10 -inch Ductile Iron (Class 350) Water Main including all Fittings and Appurtenances, Trench 5 Excavation, Pipe Bedding, Trench LF 1,050 Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings Construct 6 -inch Ductile Iron (Class 350) Water Main or Lateral including all Fittings and Appurtenances, 6 Trench Excavation, Pipe Bedding, Trench Backfill, LF 80 Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings I -C -3a ITEM NO. DESCRIPTION Construct 4 -inch Ductile Iron (Class 350) Water Lateral including all Fittings and Appurtenances, Trench 7 Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings 8 Install 10 -inch Gate Valve and Adjustable Valve Box 9 Install 6 -inch Gate Valve and Adjustable Valve Box 10 Install 4 -inch Gate Valve and Adjustable Valve Box Construct 1 -inch Water Service Connection and Connect to Existing Customer Service including all Fittings and Appurtenances, Trench Excavation, 11 Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings, Repair Existing Landscape Hardscape / Concrete In Kind Agreement No. 5966 UNIT PRICE IN FIGURES AMOUNT UNIT QTY ($) ($) LF 150 EA 4 EA 3 EA 3 I -C -3b EA 4 Agreement No. 5966 UNIT PRICE IN ITEM FIGURES AMOUNT NO. DESCRIPTION UNIT QTY M (s) Construct 2 -inch Water Service Connection and Connect to Existing Customer Service including all Fittings and Appurtenances, Trench Excavation, 12 Pipe Bedding, Trench Backfill, Trench EA 8 Resurfacing, and Temporary and Permanent Traffic Striping and Markings. Repair Existing Landscape Hardscape / Concrete In Kind. Connect to Existing Customer Potable Piping and Existing Customer DCDA (Fire). Remove All Conflicting and/or Abandoned Piping. Furnish and Install 13 New 4 -inch Gate Valve and All LS I Required Ductile Iron Piping, Fittings, Appurtenances, and Supports per Detail "A" and the specifications. Repair Existing Landscape / Hardscape Concrete In Kind Connect to Existing Water Main including all Pipe, Fittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and 14 Markings, Removal of Interfering EA 5 Portions of Existing Pipe and Valves, and Cutting and Abandonment of Existing Water Main(s) and Valve(s) as necessary. Repair Existing Landscape / Hardscape / Concrete In i Kind. Agreement No. 5966 Alternative Bid Items (Determined by the City on as -needed basis) 15 Misc. Concrete Improvements SF � 317 Cold mill and overlay top 2" asphalt concrete per specs for full width of the 16 project street to join final grade of SF 32,364 resurfaced trenches, including necessary valve and manhole adjustments, striping Type II Slurry Seal for full width of 17 the project street, including crack SF 35,496 sealing, vegetation removal, striping 18 Misc. Water Improvements LS 1 TOTAL BID ITEMS 1 THROUGH 18 _$ ................ TOTAL BID WRITTEN IN WORDS: All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. I -C -3c Agreement No. 5966 THIS PAGE LEFT BLANK I -C-4 Agreement No. 5966 BIDDER'S INFORMATION Company Name: BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) If corporation, State of Incorporation (i.e., California) Business Address Telephone No. Facsimile No. State Contractor's License No. and Class DIR# State License Original Date Issued Expiration Date The following are the names, titles, email addresses, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: I -C-5 BIDDER'S INFORMATION (CONTINUED) Company Name: Agreement No. 5966 Bidder shall list the name of the person who attended the mandatory pre-bid job walk: Name: Title: I -C-6 Agreement No. 5966 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this day of 120_. BIDDER Subscribed and sworn to this day of , 20_ NOTARY PUBLIC I -C-7 Agreement No. 5966 PROPOSAL GUARANTEE BID BOND WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 KNOW ALL MEN BY THESE PRESENTS that, , as BIDDER, and , as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of DOLLARS ($__), which is ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of .20 BIDDER* SURETY* Subscribed and sworn to this _ day of 20—. NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I -C-8 Agreement No. 5966 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: Class No.: 2. The expiration date of BIDDER'S Contractor License is: ,20 3. BIDDER acknowledges that Section 7028.15(e) of the Business and Professions Code provides as follows: "A licensed contractor shall not submit a bid to a public agency unless his or her contractor's license number appears clearly on the bid, the license expiration date is stated, and the bid contains a statement that representations herein are made under penalty of perjury. Any bid not containing this information, or a bid containing information which is subsequently proven false, shall be considered non-responsive and shall be rejected by the public agency." The undersigned declares, under penalty of perjury, that the representations made by the undersigned in this bid proposal are true and correct. Executed on , 20_, at Signature Typed Name Title Company Name (insert City and State where Declaration signed). I -C-9 Agreement No. 5966 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of ) . being first duly sworn, deposes and say that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signature Typed Name Title I -C-10 Name of Bidder/Company Name Date Agreement No. 5966 WORKER'S COMPENSATION CERTIFICATION Section 1861 OF THE LABOR CODE (Workers' Compensation) Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her PROPOSAL, shall sign the following certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance elfinsurance 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." Signature of Bidder: Title: Business Name: Business Address: Telephone Number: Dated this day of 20— Agreement No. 5966 DESIGNATION OF SUBCONTRACTORS WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: As detailed in Section 2-3.1 (Page 11-B-3) of the City Standard Specifications, Bidder certifies that it has listed below all subcontractors who will perform work in excess of one-half of one percent (0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and will perform that portion of the work itself. Subcontractor's Contractor License No., & I Name of DIR Registration Subcontractor Address No. (Number and Street) (CSLB #) (City, Zip Code) (DIR Description of Portion of Work Estimated Subcontracted $ Amount (Make copies of this page if additional space is needed) Signature of Bidder Date I -C- 12 Agreement No. 5966 REFERENCES Company Name: The following are the names, addresses, and telephone numbers for public agencies for which BIDDER has performed similar work as the prime contractor or major subcontractor within the past five (5) years: 1. Project Title: OA Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ . ...... . ---. Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? ..... . . . ..... Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract $ . . . . . ....... Did your firm have any financial interest in Project? _ I -C-13 Agreement No. 5966 3. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? 4. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount: Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? . .. . ..... I -C- 14 Agreement No. 5966 5. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract $ .............. Did your firm have any financial interest in Project?._ Bidder may attack additional reference pages if necessary. The following are the names, addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds: I -C- 15 Agreement No. 5966 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. 1. Have you ever been disqualified from any government contract? Yes ❑ No ❑ 2. If yes, explain the circumstances: 3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes ❑ No ❑ Bidder's Signature Name (Please Print) I -C-16 Agreement No. 5966 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: Type of Insurance Limits Commercial general liability: $2,000,000 Business automobile liability: $1,000,000 Workers compensation: Statutory requirement Commercial general liability insurance must meet or exceed the requirements of ISO -CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as "additional insureds" under said insurance coverage and to state that such insurance will be deemed "primary" such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an "occurrence," not a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City. Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for the City. Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol 1 (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of "A:VII." Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California Worker's Compensation Coverage with the associated Waiver. Out-of-state coverage will not be accepted in lieu of the California coverage, because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." Date I -C-17 Bidder's Signature Agreement No. 5966 END PROPOSAL SECTION I -C-18 Agreement No. 5966 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND [CONTRACTOR] WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 This CONTRACT is entered into this day of , 20 by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and 1]my 0 89 ("the Contractor"). A. The Contractor will provide all work required by the Contract Documents (the "Work"). The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents. B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents; C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing; vehicles; transportation; office space and facilities; all tests, testing and analyses; and all matters whatsoever (except as otherwise expressly specified to be furnished by the City) needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents. D. "Contract Documents" means the Notice Inviting Bids; Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings. 2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed Dollars ( ) for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents. I -D-1 Agreement No. 5966 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within seventy (70) working days (the "Contract Time.") B. The Contract Time will commence when the City issues a Notice to Proceed. The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. C. The Contractor may not perform any Work until: The Contractor furnishes proof of insurance as required by the Contract Documents; and ii. The City gives the Contractor a written, signed, and numbered purchase order and notice to proceed. D. By signing this Contract, the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time. E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor's own cost and risk. 4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13. 5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third -party claims against the Contractor, but in no event later than ten (10) business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents, the Contractor agrees to indemnify and defend the City against any third -party claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work. 8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the I -D-2 Agreement No. 5966 time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor's or the City's obligations under this Contract. 14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County. 15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows: A. This Contract; B. The Standard Specifications; and C. Precedence of documents as determined in the Standard Specifications. 16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Contract will continue in full force and effect. 17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City's city manager, or designee, may execute any such amendment on the City's behalf 18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature. 19. COVENANTS, AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions, the same as if the words importing such covenants and conditions had been used in each separate paragraph. 20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract. I -D-4 Agreement No. 5966 City's property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City's written notice. 9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents, and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concerning indemnification. 10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the details of doing the work or to exercise a measure of control over the work means that the Contractor will follow the direction of the City as to end results of the work only. 11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. The Contractor will retain such financial and program service records for at least three (3) years after termination or final payment under the Contract Documents. 12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: The Citv The Contractor Lifan Xu City Engineer City of El Segundo 350 Main Street, El Segundo, CA 90245 (310) 524-2368 Any such written communications by mail will be conclusively deemed to have been received by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the I -D- 3 Agreement No. 5966 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents. IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY OF EL SEGUNDO Scott Mitnick City Manager ATTEST: Tracy Weaver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney By: David H. King, Assistant City Attorney Insurance Reviewed by: I -D-5 Taxpayer ID No. Contractor State License No.: Contractor City Business License No.: Agreement No. 5966 FAITHFUL PERFORMANCE BOND WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Bond No. Bond Fee: ("PRINCIPAL") and , a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL, and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 20-04, and the public works contract executed with such Specifications. In the case of any default in the: performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS I. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 20-04, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and riled with CITY's Engineering Division. CITY has estimated the required amount of the bond as shown above. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by ary. Should PRINCIPAI. fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be finely bound for the payment of all necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project's I -E-1 Agreement No. 5966 completion and acceptance by CITY. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 20-04 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted; and 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I -E-2 Agreement No. 5966 SIGNED AND SEALED this day of 20 PRINCIPAL's PRESIDENT SURETY's PRESIDENT PRINCIPAL's SECRETARY SURETY's SECRETARY PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job. I -E-3 Agreement No. 5966 WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ("PRINCIPAL") and -------- . as principal , a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. This bond is conditioned Upon and guarantees payment by PRINCIPAL, to contractors, subcontractors, and persons renting equipment: payment by PRINCIPAL and all PRINCIPAU S subcontractors for all materials, provisions, provender, or other supplies, and equipment used in, upon, for or about the performance of the work contemplated in WATER MAIN IMPROVEMENTS ON INDIANA STREET, SPECIFICATIONS NO. P,W 20-04 ("'Public Project"), the public works contract executed for such Public Project, and for all work or labor of any kind performed for the Public Project, In the case of any default in the performance of the conditions and Stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS I. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 20-04, and the public works contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles, which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment. 3. PRINCIPAL will pay for all materials and other supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor I -F-1 Agreement No. 5966 thereon. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 20-04, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives -notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I -F-2 SIGNED AND SEALED this day of PRINCIPAL'S PRESIDENT PRINCIPAL's SECRETARY PRINCIPAL'S MAILING ADDRESS: Agreement No. 5966 ,20 SURETY's PRESIDENT SURETY's SECRETARY SURETY's MAILING ADDRESS: NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job. I -F-3 Agreement No. 5966 SECTION I1- GENERAL REOUIREMENTS CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL SPECIFICATIONS 1. REGISTRATION OF CONTRACTORS No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to licensing of contractors, for the type of work to be performed under this Contract. 2. INSURANCE AND CITY BUSINESS LICENSE Contractor and Sub -Contractors will obtain appropriate insurance and a City Business License before execution of the construction contract. 3. EMERGENCY INFORMATION The names, addresses and telephone numbers of the CONTRACTOR and subcontractors, or their representatives, will be filed with the City Engineer and the City Police Department BEFORE PERFORMING WORK. 4. FURNISHING OF WATER Water necessary for the prosecution of the work as herein specified will be furnished by the City in the following manner: The CONTRACTOR will deposit with the City Water/Wastewater Division the sum of One Thousand Four Hundred Forty -Four Dollars ($1,444.00) to insure against damage to a 2'/z" Fire Hydrant water meter which will be furnished and installed by the City at a point convenient to the site of the work. This, deposit will be refunded to the CONTRACTOR upon completion of the Project if, after removal and inspection of said meter by the City, it is found to be in satisfactory condition. In event of damage to this meter while under the jurisdiction of the CONTRACTOR, all or any part of said deposit may be retained by the City. Anon -refundable Activation Fee of One Hundred Ten Dollars ($110.00) will be charged upon activation of the temporary meter. 5. CALIFORNIA - OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION All work performed under this contract will be done in strict compliance with the Cal -OSHA Rules and Regulations, latest edition. 11-A-1 Agreement No. 5966 6. SO[.PND CONTROL The Contractor will comply with all local sound control and noise level rules, regulations and ordinances that apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the Project or related to the Project, will be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine will be operated on the Project without said muffler. The use of loud signals will be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 7. AIR POI..JXTION CONTROL The Contractor is put on notice that he must abide by all existing rules and regulations of the SCAQMD (South Coast Air Quality Management District), relating to all operations or equipment which discharge visible emissions or solid or liquid particles to the atmosphere. 8. WORKER t..i 1FORMS All workers under the employment of the Contractor or his/her Sub -Contractor will wear an orange vest or an orange shirt while working in the public right-of-way. II -A-2 Agreement No. 5966 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL PROVISIONS 0-0 STANDARD SPECIFICATIONS 0-1 GENERAL Except as modified by these Standard Specifications, the provisions of the latest edition of the "Standard Specifications for Public Works Construction" and its supplements prepared and promulgated by the Southern California Cha ' pters of tile American Public Works Association and the Associated General Contractors of America, constitute the Standard Specifications for this project. 0-2 NIJMBERING OF SECTIONS The numbering contained within the Standard Specifications of the Contract Documents is intended to correspond with Greenbook numbering. 0-3 MODIFICATIONS To the extent that the provisions of the Contract Documents conflict with the Greenbook, the Contract Documents take precedence. 1-2 DEFINITIONS The following subsection is added to Subsection 1-2 of the Greenbook. 1-2.1 ADDITIONAL DEFINITIONS Acceptance — The date on which the City Council accepts the Work as complete. Architect, Design Engineers, Soils Engineer, Structural Engineers - Advisors employed by the City. Bidder - Any individual, firm, partnership, corporation, or combination thereof, submitting a proposal for the work contemplated, acting directly or through a duty authorized representative. City Council - The body constituting the awarding authority of the City. Compensable Delay -- a delay entitling the Contractor to an adjustment of the Contract Sum and an adjustment of the Contract Time in accordance with this Agreement. IBM Agreement No. 5966 Due Notice - A written notification, given in due time, of a proposed action where such notification is required by the contract to be given a specified interval of time (usually 48 hours or two working days) before the commencement of the contemplated action. Notification may be from Engineer to Contractor or from Contractor to Engineer. Engineer - The City Engineer, or designee, as defined in the Greenbook. Unless otherwise provided, all correspondence and decisions made relative to the contract will be by the City Engineer or his designated representative. Greenbook — The most recent edition of the Standard Specifications for Public Works Construction. PCC — California Public Contract Code. Prompt - The briefest interval of time required for a considered reply, including time required for approval of a governing body. Public Works Director — The City's Public Works Director, or designee. ❑ (Check if applicable) State Standard Specifications - State of California Standard Specifications, dated July 1992, Business and Transportation Agency, Department of Transportation Working Days - A working day is defined as any day, except Saturdays, Sundays, legal holidays and days when work is suspended by the Engineer, as provided in Subsection 6-3 and days determined to be non -working in accordance with Subsection 6-7, "Time of Completion." 1-3 ABBREVIATIONS The following Subsection is added to Subsection 1-3 of the Greenbook. 1-3.1 The following abbreviations are added to Subsection 1-3 of the Greenbook: AAN American Association of Nurserymen AGC Associated General Contractors of America AISC American Institute of Steel Construction APWA American Public Works Association ASME American Society of Mechanical Engineers IEEE Institute of Electric and Electronic Engineers NEC National Electric Code Green Book The most current edition of the Standard Specification for Public Works Construction, and subsequent supplements prepared by Southern California Chapters of AGC and APWA Agreement No. 5966 WATCH Work Area Traffic Control Handbook SPPWC Standard Plans for Public Works Construction by the American Public Works Association current edition and subsequent supplements ASA American Standard Association CITY City of El Segundo SSP State of California Standard Plans, current edition SSS State of California Standard Specifications, current edition SECTION 2 — SCOPE AND CONTROL OF WORK The following subsections 2-1.1 and 2-1.2 are added to the Greenbook. 2-1.1 ACCESS TO PROJECT SITE. Not later than the date designated in the current Contract Schedule submitted by the Contractor, the City will provide access to the real property and facilities upon which the Work is to be performed, including access to real property and facilities designated in the Contract Documents for the Contractor's use. 2-1.2 OWNIE-RS1411' AND USE OF CONTRACT DOCUMENTS, The Contract Documents and all copies furnished to or provided by the Contractor are the City's property and may not be used on other work. 2-3 SUBCONTRACTS Subsection 2-3 Subcontractors of Greenbook is deleted in its entirety and replaced with the following subsection. 2-3.1 GENERAL Except as provided in PCC §§ 4100 et. seq., each bidder will file with its bid the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specifically fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an ainotint in excess of one-half of one percent ofthe prime contractor's total bid. Only one subcontractor will be listed for each portion of the work, which portion will be defined in the bid, In each instance, the nature and extent of the work to be sublet will be described. The failure of the Contractor to specify a subcontractor, or the listing of more than one subcontractor for the same portion of the work, constitutes an agreement by the Contractor that it is fully qualified to perform that portion itself and that it will perform that portion itself. 11-B-3 Agreement No. 5966 The Contractor must have the City Council's written consent to substitute a subcontractor other than that designated in the original bid, to permit any subcontract to be assigned or transferred, or to allow a subcontract to be performed by other than the original subcontractor. Subcontracting of work for which no subcontractor was designated in the original bid, and which is more than one-half of one percent of the work, will be allowed only in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the City Council setting forth the facts constituting the emergency or necessity. Violation of any of the above provisions will be considered a breach of the Contract, and the City may terminate the Contractor's control over the Work, cancel the contract, or assess the Contractor a penalty of not more than ten percent of the subcontract involved. All persons engaged in the work, including subcontractors and their employees will be considered as employees of the Contractor. The Contractor will be solely responsible for and have control over construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the Work. The City will deal directly with, and make all payments to, the prime Contractor. When subcontracted work is not being prosecuted in a satisfactory manner, the Contractor will be notified to take corrective action. The Engineer may report the facts to the City Council. If the City Council so orders, and on receipt by the Contractor of written instructions from the Engineer, the subcontractor will be removed immediately from the Work. That subcontractor will not again be employed on the Work. If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2-3.2 ADDITIONAL RESPONSIBILITY Add the following to Subsection 2-3.2 Additional Responsibility: The Contractor will submit experience statements for each subcontractor who will perform contract work that amounts to more than ten percent (10%) of the Work. 2-4 CCN"ITI ACT BONDS II -B-4 Agreement No. 5966 The following paragraph is added to Subsection 2-4 of the Greenbook. The Faithful Performance Bond and the Labor and Materials Bond must be paid up and in effect for one year after the acceptance of the job by the City in accordance with the guarantee required by Subsection 6-8.1. 2-5 PLANS AND SPECIFICATIONS Subsection 2-5.1 of the Greenbook is replaced by the following subsection. 2-5.1 GENERAL The Contractor will maintain the following at the Work site: One as -built copy of the Plans and Specifications, in good order and marked to record current changes and selections made during construction. As-bi,lilt plans are to be submitted to the City representative for approval prior to acceptance of the project as complete. 2. The current accepted Contract Schedule. 3. Shop Drawings, Product Data, and Samples. 4. Approved permits from other agencies, including Cal-OSRA permits for trench shoring. All other required submittals. The Plans, Specifications, and other Contract Documents will govern the Work. The Contract Documents are intended to be complementary and cooperative and to describe and provide for a complete project, Anything in the Specifications and not on the Plans, or on the Plans and not in the Specifications, will be as though shown or mentioned in both. Payment for any items on the plans for which there are no specific bid item will be included in the various items of work or in any item to which it is appurtenant. If the Contractor performs any work which it knows or should know involves an error, inconsistency, or omission without notifying and obtaining written consent from the Engineer, the Contractor will be responsible for the resulting losses, including, without limitation, the costs of correcting defective work. 2-5.2 PRECEDENCE Ol,'CON'l'I RACT DOCIJMENTS mm" Agreement No. 5966 The following paragraph is added to subsection 2-5.2 of the Greenbook: As the figured dimensions shown on the plans and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions will be followed in preference to the scaled dimensions, and plans to a large scale will be followed in preference to the plans to a small scale. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in the Contract, the Contractor will apply to the Engineer for such further explanations as may be necessary, and will conform thereto as part of the Contract so far as may be consistent with the terms thereof. Any items shown on drawings and not mentioned in the specifications will be of like effect as if shown or mentioned in both. 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS, Although it is believed that much of the information pertaining to conditions and existing utilities that may affect the cost of the Work will be shown on the Plans or indicated in the Specifications, the City does not warrant the completeness or accuracy of such information. The Contractor will carefully study and compare each of the Contract Documents with the others and with information furnished by the City and will promptly report in writing to the Engineer any errors, inconsistencies, or omissions in the Contract Documents or inconsistencies with applicable law observed by the Contractor. The Contractor will take field measurements, verify field conditions, perform soil investigations, and carefully compare with the Contract Documents such field measurements, conditions, and other information known to the Contractor before commencing the Work. Errors, inconsistencies, or omissions discovered at any time will be promptly reported in writing to the Engineer. 2-8 RIGHT-OF-WAY The following subsection is added to Subsection 2-8 of the Greenbook. 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES, When the Contractor arranges for additional temporary work areas and facilities, the Contractor will provide the City with proof that the additional work areas or facilities have been left in a condition satisfactory to the owner(s) of said work areas or facilities before acceptance of the work. 2-9 SURVEYING Subsection 2-9.3, Survey Service, is deleted in its entirety and replaced by the following subsection: Ii -B-6 Agreement No. 5966 2-9.3 SURVEY SERVICE 2-9.3.1 CONSTRUCTION SURVEYING The Contractor will provide for all construction surveying required to layout, monitor and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California. The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the County of Los Angeles Surveyor and the Engineer. It is the responsibility of the Contractor to protect the survey control as shown on the plans. If the survey control is destroyed or disturbed during construction, the Contractor will provide for resetting them and file appropriate documents with the County of Los Angeles at the direction of the Engineer. Computations, survey notes, and other data used to accomplish the work will be neat, legible and accurate. Copies of all computations, survey notes, and other data (electronic format may be required) will be furnished to the Engineer before beginning work that requires their use. 2-9.3.2 MEASUREMENT' AICD PAYMENT Construction Survey — Unless a separate bid item is provided, payment will be considered included in the other items of the bid and no additional payment will be made therefore. 3-3.2.2BASIS FOR ESTAKISHING COSTS Subsection 3-3.2.2 (c), Tool and Equipment Rental is modified where the second and third paragraphs are replaced with "Regardless of ownership, the rates to be used in determining the equipment usage costs will not exceed those listed for the same or similar equipment in the California State Department of Transportation publication of Labor Surcharge and Equipment Rates effective for the period of usage." 3-3.2.3 MARK UP Subsection 3-3.2.3, Mark Up, is deleted in its entirety and replaced by the following subsection: (a) Work by Contractor. The following percentages will be added to the Contractor's costs and will constitute the markup for all overhead and profits. 11-B-7 Agreement No. 5966 1) Labor............................................20 2) Materials......................................15 3) Equipment Rental .........................15 4) Other Items and Expenditures ...... 15 To the sum of the costs and markups provided for in this subsection, 1 percent will be added as compensation for bonding. No other formula, e.g., the Eichleay or other method, may be used to calculate daily damages for office overhead, profit, or other purported loss. (b) Work by Subcontractors. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) will be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. (c) In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Bid Form or Contractor's actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents. 3-3.3 DAII.,Y REPORTS BY CONTRACTOR Add the following paragraph to subsection 3-3.3, Daily Reports by Contractor: If disagreement continues regarding extra work, the Contractor may seek compensation in accordance with the Claims procedure. Daily Reports required by this subsection must be made part of the Claim as supporting data for the Claim. 3-4 CHANGED CONDITIONS Subsection 3-4, Changed Conditions, is deleted in its entirety and replaced with the following subsection: If the Contractor encounters concealed or unknown conditions that differ materially from those anticipated or expected ("changed conditions"), the Contractor will immediately notify the Engineer in writing of such changed conditions (upon discovery and before disturbing such changed conditions), as provided in Subsection 6-11, so that the Engineer can determine if such conditions require design details that differ from those design details shown in the Contract Documents. Notwithstanding the thirty (30) day time period set forth in Subsection 6-11.3, the Contractor will be liable to the City for any extra costs incurred as a result of the Contractor's failure to promptly give such notice. Changed conditions will include, without limitation, the following: II -B-8 Agreement No. 5966 1. Subsurface or latent physical conditions differing materially from those represented in the Contract Documents; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from what is represented in the Contract which the Contractor believes may be hazardous waste as defined in California Health & Safety Code § 25117 that is required to be removed to a Class 1, 11, or III disposal site in accordance with applicable law. The Engineer will promptly investigate conditions that appear to be changed conditions. The Engineer's decision, and any dispute regarding that decision, will be made in accordance with Section 6-11 except that the Engineer will render a decision promptly. Any information provided pursuant to INFORMATION AVAILABLE TO BIDDERS is subject to the following provisions: The information is made available for the Bidders' convenience and is not a part of the Contract. 2. The City has not determined the accuracy or completeness of such information and all such information is made available to Bidders without any representation or warranty by the City whatsoever as to its accuracy, completeness, or relevancy. Bidders will independently evaluate such information for their use and will be solely responsible for use or interpretation of such information. Any such use or interpretation will not be the basis of any claim against the City. 3-5 DISPUTED WORK Subsection 3-5 is deleted in its entirety and replaced by the following subsection. If the Contractor and the City do not reach agreement on disputed work, the City may direct the Contractor to proceed with the work. Any payment for the disputed work will be determined pursuant to the claims procedures in these Standard Specifications. Although not to be construed as proceeding under extra work provisions, the Contractor will keep and furnish records of disputed work as required by the Contract Documents. 4-1.3 INSPECTION REOLfIlUEMENTS Subsection 4-1.3, Inspection Requirements, is deleted in its entirety and replaced by the following subsections. Agreement No. 5966 4-1.3.1 GENERAL Unless otherwise specified, inspection at the source of production for such materials and fabricated items as bituminous paving mixtures, structural concrete, fabricated metal products, cast metal products, welding, reinforced and unreinforced concrete pipe, application of protective coatings, and similar shop and plant operations is not required. A certificate of compliance, signed by an authorized officer of the producer, certifying compliance with the contract documents will be submitted for all of the following materials: steel pipe, sizes less than 18 inches; vitrified clay pipe; asbestos cement pipe; cast iron pipe; reinforced concrete pipe; non -reinforced concrete pipe; and PVC sewer and water pipe; subject to sampling and testing by City. Standard items of equipment, such as electric motors, conveyors, plumbing fittings and fixtures, lumber, plywood, and so on, are subject to inspection at the job site. All other equipment items will be inspected and tested in accordance with the contract documents. The City does not provide full time inspection. The Contractor will provide 24-hour minimum notice for each inspection required by the work unless other arrangements have been agreed upon, in writing, with the City Engineer. Any inspection required outside of normal working hours and days, including holidays, will be at the Contractor's cost at rates established by the City. 4-1.3.2 INSPECTION OF MATERIALS NOT PRODUCED LOCALLY Contractor purchased materials, fabricated items, and equipment, produced at sources located more than 50 miles outside the corporate limits of the City, and which are specified to be inspected in the Contract Documents, will be inspected by inspectors or testing laboratories arranged for and paid for by City. Report of such inspection must be submitted to the City. If any item inspected fails to meet the specified criteria, the Contractor will pay all costs for reinspection, and such costs may be deducted from payments due to the Contractor. 4-1.6 TIRADE NAMES OR EQUALS Whenever any material, product, equipment, or service is specified by brand, trade, or proprietary name, the item so specified will be deemed to be followed by the words "or equal". For the City's consideration of a proposed "equal" item, the Bidder will submit, a minimum of ten (10) calendar days before the date of the bid opening, documentation of the particulars of the proposed "equal item". At a minimum, the submitted documentation will include: II -B-10 Agreement No. 5966 • Written request with explanation of why the product should be considered as an equal product. • Material specifications. • Technical specifications. • Test data. • Samples. • Comparison chart of key specifications of the "equal" item against similar specifications of the specified item. • Work locations and reference telephone numbers of at least three (3) locations where the proposed "equal" item has been recently installed under similar conditions. • Warranty data. The Bidder will be notified by the Engineer whether or not the proposed "equal" product is acceptable to the City five (5) calendar days before the date of the bid opening. Failure to submit all required documentation and/or submittal of incomplete documents may result in the City's rejection of the proposed "equal" product without further consideration. 5-2 PROTECTION The following subsection is added to Subsection 5-2 of the Greenbook. 5-2.1 INCORREGF LOCATION'OF UTILITIES If the Contractor, while performing the Work, discovers utility facilities not identified correctly or not shown in the contract plans or specifications by the City, the Contractor will immediately notify the City and utility owner in writing. 5-4 RELOCATION The following subsection is added to Subsection 5-4 of the Greenbook. 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION The City will be responsible to arrange for the removal, repair, or relocation of existing utilities located within the project limits if such utilities are not correctly identified in the contract plans or specifications by the City. The City will have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation. 5-5 DELAYS The following paragraphs are added to Subsection 5-5 of the Greenbook. II -B-11 Agreement No. 5966 Actual loss, as used in this Subsection, will be understood to include no items of expense other than idle time of equipment and necessary payments for idle time of workers, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment and idle time of workers will be determined by Subsection 5-5.1 and no markup will be added in either case for overhead and profit. The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work. The following subsection is added to Subsection 5-5 of the Greenbook. 5-5.1 CALCULATING IDLE TIME Equipment idle time will calculated in accordance with Subsection 3-3.2.2(c) and based upon the actual normal working time during which the delay condition exists, but in no case will exceed 8 hours in any one day. The days for which compensation will be paid will be the calendar days, excluding Saturdays, Sundays and legal holidays, during the existence of the delay. Worker idle time will be calculated in accordance with Subsection 3-3.2.2(a). 6-1 CONSTRUCTION SCHEDULE AND COMMENCEIv1E:NT OF" WORK Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. Pre- 'onstruct.i.on Meeting: After contract award, the City will arrange for a pre -construction meeting to discuss the construction of the project. City will invite utility agencies and the contractor will arrange for all of its sub -contractors to attend the meeting. 6-1.1 CONTRAC"1" SCHEDULE After notification of award and before starting any work, the Contractor will submit a Contract Schedule to the Engineer for review, as required by these Specifications within fifteen (15) days of award. 6-1.2 CON" "ENT Ola CONTRAC"I, SCTIEDULE The Contract Schedule, and any updated Contract Schedule, will meet the following requirements: 1. Schedules must be suitable for monitoring progress of the Work. 2. Schedules must provide necessary data about the time for the Engineer's decisions. Agreement No. 5966 3. Schedules must be sufficiently detailed to demonstrate adequate planning for the Work. 4. Schedules must represent a practical plan to complete the Work within the Contract Time. 5. Schedules must show the critical path method for completing the Work. The Engineer's review of the form and general content of the Contract Schedule and any updated Contract Schedules is only for the purpose of determining if the listed requirements are satisfied, nothing more. 6-1.3 EFFECT OF CON"IRACT SCHEDULE The Contract Schedule, and any updated Contract Schedules, will represent a practical plan to complete the Work within the Contract Time. Extension of any schedule beyond the Contract Time will not be acceptable. Schedules showing the Work completed in less than the Contract may be acceptable ifjudged by the Engineer to be practical. Acceptance of such a schedule by the Engineer will not change the Contract Time. The Contract Time, not the Contract Schedule, will control in determining liquidated damages payable by the Contractor and in determining any delay. If a schedule showing the Work completed in less than the Contract Time is accepted, the Contractor will not be entitled to extensions of the Contract Time for Excusable Delays or Compensable Delays or to adjustments of the Contract Sum for Compensable Delays until such delays extend the completion of the Work beyond the expiration of the Contract Time. The Contractor will plan, develop, supervise, control, and coordinate the performance of the Work so that its progress and the sequence and timing of Work activities conform to the current accepted Contract Schedule. The Contractor will continuously obtain from Subcontractors information and data about the planning for and progress ofthe Work and the delivery of equipment, will coordinate and integrate such information and data into updated Contract Schedules, and will monitor the progress of the Work and the delivery of equipment. The Contractor will act as the expeditor of potential and actual delays, interruptions, hindrances, or disruptions for its own forces and those forces of Subcontractors. The Contractor will cooperate with the Engineer in developing the Contract Schedule and updated Contract Schedules. The Engineer's review and comments about any schedule or scheduling data will not relieve the Contractor from its sole responsibility to plan for, perform, and complete the Work within the Contract Time. Review and comments about any schedule will not transfer responsibility for any schedule to the Engineer or the City nor imply their agreement with (1) any asSUMptiOn upon, which such schedule is based or (2) any matter underlying or contained in such schedule. 11-B-13 Agreement No. 5966 The Engineer's failure to discover errors or omissions in schedules that have been reviewed, or to inform the Contractor that the Contractor, Subcontractors, or others are behind schedule, or to direct or enforce procedures for complying with the Contract Schedule will not relieve the Contractor from its sole responsibility to perform and complete the Work within the Contract Time and will not be a cause for an adjustment of the Contract Time or the Contract Sum. The Contractor will perform the Work in accordance with the currently accepted Contract Schedule. 6-1.4 CCiMMENCEMEN"I" OF C'ON'I'RA,C'r "I`IME. The Contract Time will commence when the City issues a Notice to Proceed. The Work will start on the date specified in the Notice to Proceed and within a maximum of fifteen (15) days after the date of the Notice to Proceed, and be diligently prosecuted to completion with the time provided in the Specifications. 6-4 I EFAt.SL'T ICY CONTRACTOR The language in subsection 6-4 is deleted in its entirety and replaced with the following subsections. 6-4.1 GENERAL Should the Contractor fail to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fail to maintain the Work schedule (as determined by the current accepted Contract Schedule) which will ensure the City's interest, or if the Contractor is not carrying out the intent of the Contract, the City may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL, OVERTHE WOR The City may terminate the Contractor's control over the Work without liability for damages when, in the City's opinion, the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the City's consent. Should such termination occur, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity and quality of the work completed and in place at the time of termination, less damages caused to the City by the Contractor's action or inaction. In the event of such termination of control, the City may do any one, or combination of, the following: II -B-14 Agreement No. 5966 I Serve written notice upon the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. In such event the Surety will, within 5 days, assume control and perform the Work as successor to the Contractor; 2. The City may perform the Work itself and deduct the cost thereof from any payment due to the Contractor; 3. The City may replace the Contractor with a different contractor to complete the work and deduct the cost thereof from any payment due to the Contractor. Nothing herein will waive, or serve as a limitation upon, any additional remedy the City may have under these Contract Documents or applicable law. 6-4.3 SURETY'S ASSUMPTION OF CONTROL, Should the Surety assume any part of the Work, it will take the Contractor's place in all respects for that part, and will be paid by the City for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default will be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the City may exclude the Surety from the premises. The City may then take possession of all material and equipment and complete the Work by City's forces, by letting the unfinished work to another contractor, or by a combination of such methods. In any event, the cost of completing the Work will be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion, the Contractor or Surety will pay to the City within 5 days of completion, all costs in excess of the sums due. The provisions of this subsection will be in addition to all other rights and remedies available to the City under applicable law. 6-6 DELAYS AND EXTENSIONS OF TIME Subsections 6-6.1 to 6-6.4 are deleted and replaced with the following subsections. 6-6.1 GENERAL If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays except as otherwise provided herein. Excusable delay may include: war, earthquakes exceeding 3.5 on the Richter Scale, government regulation, labor disputes outside the II -B-15 Agreement No. 5966 contemplation of the parties, strikes outside the contemplation of the parties, fires, floods, changes to the Work as identified herein, or other specific events that may be further described in the Specifications. Delays to the project caused by labor disputes or strikes involving trades not directly related to the project, or involving trades not affecting the project as a whole will not warrant an extension of time. The City will not grant an extension of time for a delay by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor's operations and accepted construction schedule. Should delays be caused by events other than those included herein, the Engineer may, but is not required to, deem an extension of time to be in the City's best interests. 6-6.2 EXTENSIONS CF TIME If granted, extensions of time will be based upon the effect of delays to the critical path of the Work as determined by the current accepted Contract Schedule. Delays to minor portions of the Work that do not affect the critical path will not be eligible for extensions of time. 6-6.3 PAYMENT FOR DELAYS "1"00 CONTRACTOR Any payment for compensable delay will be based upon actual costs as set forth in Subsection 5-5 excluding, without limitation, what damages, if any, the Contractor may have reasonably avoided. The Contractor understands that this is the sole basis for recovering delay damages and explicitly waives any right to calculate daily damages for office overhead, profit, or other purported loss, using different formulas including, without limitation, the Eichleay Formula. 6-6.4 WRITTEN NOTICE AND REPORT If the Contractor desires payment for a delay or an extension of time, it will give the Engineer written notice of such request not later than the time limit set forth in the Proposal for submitting a claim after the event or occurrence giving rise to a delay claim. Failure to submit a written request within such amount of time will result in the Contractor waiving its delay claim. Any claim for payment or an extension of time must be in the form required by the "Claims" sections of these Specifications. In no event will the City grant the Contractor an extension of time if the delay is within the Contract Time as identified by the Contract Documents. II -B-16 Agreement No. 5966 6-7.2 WORK DAN'S AND WORKING HOURS City Hall is open from Monday thru Thursday 7arn -6pm. It is closed every other Friday and the following holidays: New Year's Day Martin Luther King, Jr. Day President's Day Memorial Day Independence Day Labor Day Veterans' Day Thanksgiving Christmas Eve Christmas New Year's Eve On workdays, Contractor's activities will be confined to the hours between 7:00 a.m. and 4:00 p.m. Please see Section 6-7.5 below for weekend and holiday work restrictions. 6-7.4 NIGHT WORK The following paragraph is added to Section 6-7 of the Greenbook: The City will not permit Work between the hours of 4 p.m. and 7 a.m. of the following day unless specifically provided for in the bid documents or unless the Contractor receives prior written approval. 6-7.5 WEEKEND AND HOLIDAY WORK The Engineer may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays. 6-8 COMPLE"HON AND ACCEPTANCE Subsection 6-8 is deleted in its entirety and replaced by the following: The Work will be inspected by the Engineer for acceptance upon the Engineer receiving the Contractor's written assertion that the Work is complete. If, in the Engineer's judgment, the Work is complete and is ready for acceptance, the Engineer will accept the Work on behalf of the City in the manner prescribed by the City. II -B-17 Agreement No. 5966 The Engineer will recommend approval of the Notice of Completion to the City Council. This will be the date when the Contractor is relieved from responsibility to protect the Work. All work will be guaranteed by the Contractor against defective workmanship and materials furnished by the Contractor for a period of 1 year from the date the Work was completed. The Contractor will replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the City may perform this work and the Contractor's sureties will be liable for the cost thereof. 6-8.1 GENERAL GUARANTY The Contractor will remedy any defects in the work and pay for any damage to other work resulting therefrom, which will appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The owner will give notice of observed defects with reasonable promptness. 6-9 LICUIDATED DAMAGES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and replaced by the following subsections. 6-9.1 FAIl. URE TO COMPLETE WORK ON TIME If all the work called for under the contract is not completed before or upon the expiration of the Contract Time, the City will sustain damage. Since it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay, it is therefore agreed that the Contractor will pay to the City the sum specified in the Proposal for each and every calendar day beyond the time prescribed to complete the work not as a penalty, but as a predetermined liquidated damage. The Contractor agrees to pay such liquidated damages as are herein provided, and in case the same are not paid, agrees that the City may deduct the amount thereof from any money due or that may become due to the Contractor under the contract. Unless otherwise specified, liquidated damages will be $250 per calendar day. 6-11 DISPUTES AND CLAIMS; PROCEDURE 6-11.1 GENERAL Consistent with PCC § 10240.6, "Claim" means a written demand or assertion by the Contractor that seeks an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time, or other relief with respect to the II -B-18 Agreement No. 5966 Contract Documents, including a determination of disputes or matters in question between the City and the Contractor arising out of or related to the Contract Documents or the performance of the Work, and claims alleging an unforeseen condition or an act, error, or omission by the City, the Engineer, their agents or employees. "Claim" does not mean, and the Claims procedures herein do not apply, to the following: Claims respecting penalties for forfeitures prescribed by statute or regulations, which a government agency is specifically authorized to administer, settle, or determine. 2. Claims respecting personal injury, death, reimbursement, or other compensation arising out of or restilting from liability for personal injury or death. 3. Claims respecting a latent defect, breach of warranty, or guarantee to repair. 4. Claims respecting stop notices. If a Claim is subject to the Change Order procedures, the Claim arises upon the issuance of a written final decision denying in whole or in part the Contractor's Change Order Request. If a Claim is not subject to the Change Order Procedures, the Claim arises when the Contractor discovers, or reasonably should discover, the condition or event giving rise to the Claim. 6-11.2 FORM A Claim must include the following: A statement that it is a Claim and a request for a decision, 2. A detailed description of the act, error, omission, unforeseen condition, event or other condition giving rise to the Claim. If the Claim is subject to the Change Order procedures, a statement demonstrating that a Change Order Request was timely Submitted and denied. 4, A detailed justification for any remedy or relief sought by the Claim, including to the extent applicable, the following: a) If the Claim involves extra work, a detailed cost breakdown claimed. The breakdown must be provided even if the costs claimed have not been incurred when the Claim is submitted. b) To the extent costs have been incurred when the Claim is Submitted, the Claim must include actual cost records (including, without limitation, payroll records, material and rental invoices) demonstrating that costs claimed have actually been incurred. C) To the extent costs have not yet been incurred at the time the Claim is 11-B-19 Agreement No. 5966 submitted, actual cost records must be submitted on a current basis not less than once a week during any periods costs are incurred. A cost record will be considered current if submitted within 7 days of the date the cost reflected in the record is incurred. At the Engineer's request, claimed extra costs may be subject to further verification procedures (such as having an inspector verify the performance of alleged extra work on a daily basis). 5. If the Claim involves an error or omission in the Contract Documents: a) An affirmative representation that the error or omission was not discovered before submitting a bid for the Contract; and b) A detailed statement demonstrating that the error or omission reasonably should not have been discovered by the Contractor, its Subcontractors and suppliers, before submitting a bid for the Contract. 6. If the Claim involves an extension of the Contract Time, written documentation demonstrating the Contractor's entitlement to a time extension. 7. If the Claim involves an adjustment of the Contract Sum for delay, written documentation demonstrating the Contractor's entitlement to such an adjustment. 8. A personal certification from the Contractor that reads as follows: "I, , BEING THE (MUST BE AN OFFICER) OF (CONTRACTOR NAME), DECLARE UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY REVIEWED THE ATTACHED CLAIM FOR ADDITIONAL COMPENSATION OR EXTENSION OF TIME, AND KNOW ITS CONTENTS, AND SAID CLAIM IS MADE IN GOOD FAITH; THE SUPPORTING DATA IS TRUTHFUL AND ACCURATE; THAT THE AMOUNT REQUESTED ACCURATELY REFLECTS THE CONTRACT ADJUSTMENT FOR WHICH THE CONTRACTOR BELIEVES CITY IS LIABLE; AND, FURTHER, THAT I AM FAMILIAR WITH CALIFORNIA PENAL CODE § 72 AND CALIFORNIA GOVERNMENT CODE § 12650, ET SEQ., PERTAINING TO FALSE CLAIMS, AND FURTHER KNOW AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A FALSE CLAIM MAY LEAD TO FINES, IMPRISONMENT, AND OTHER SEVERE LEGAL CONSEQUENCES." 6-11.3 CLAIMS SUBMITTED TO ENGINEER. Within 30 days after the circumstances giving rise to a Claim occur, the Contractor will Agreement No. 5966 submit its Claim to the Engineer for a decision. Regardless of any Claim submittal, or any dispute regarding a Claim, unless otherwise directed by the Engineer, the Contractor will not cause any delay, cessation, or termination of the Work, but will diligently proceed with the performing the Work in accordance with the Contract Documents. Except as otherwise provided, the City will continue to make payments in accordance with the Contract Documents. 6-11.4 CLAIM IS PREREQUISITE TC OTHER REMEDY The Contractor certifies that it is familiar with PCC § 10240.2 and understands and agrees that submitting a Claim in accordance with these Specifications is an express condition precedent to the Contractor's right to otherwise pursue a claim whether through alternative dispute resolution or by litigation. Should the Contractor fail to submit a claim in accordance with these Specifications, including the time limits set forth herein, it will waive any right to a remedy, whether in law or equity, it might otherwise have pursuant to the Contract Documents or applicable law. 6-11.5 DECISION ON CLAIMS The Engineer will promptly review Claims submitted by the Contractor in accordance with these Specifications. Should the Engineer require additional supporting evidence to evaluate the claim, the Engineer will request such additional information in writing. Any such requested data will be furnished not later than 10 days after the Contractor receives the Engineer's request. The Engineer will render a decision not later than 60 days after either receiving the Claim or the deadline for furnishing additional supporting data, whichever is later. If the Engineer fails to render a decision within the time period established herein, then the Claim will be deemed denied. The Engineer's decision will be final and binding unless appealed in accordance with these Specifications. The Engineer's decision on a Claim will include a statement substantially as follows: "This is a decision pursuant to the General Specifications of your contract. If you are dissatisfied with the decision, and have complied with the procedural requirements for asserting claims, you may have the right to alternative dispute resolution or litigation. Should you fail to take appropriate action within 30 days of the date of this decision, the decision will be come final and binding and not subject to further appeal." 6-11.6 APPEAL, OF ENGINEER'S DECISION Should the Contractor dispute the Engineer's decision, then the Contractor must appeal that decision to the City's Public Works Director within 30 days of receiving the Engineer's decision. 11-B-21 Agreement No. 5966 The Public Works Director will address disputes or claims within 30 calendar days after receiving such request and all necessary supporting data. The Public Works Director's decision on the dispute or claim will be the City's final decision. If the Contractor disputes the Public Works Director's decision, then the Contractor must demand alternative dispute resolution in accordance with this Section and the PCC within 30 days of the City's final decision. 6-11.7 MEDIATION If the City and the Contractor agree, disputes between the parties may be submitted to non-binding mediation. If the parties cannot agree to an alternative form of mediation, then mediation will be administered by the American Arbitration Association ("AAA") under its Construction Industry Mediation Rules, unless the use of such rules are waived by mutual stipulation of both parties. The parties may, but are not required to be, represented by counsel in mediation. The requirement for mediation will not alter or modify the time limitations otherwise provided for claims and no conduct or settlement negotiation during mediation will be considered a waiver of the City's right to assert that claim procedures were not followed. 6-11.8 ARBITRATION If the City and Contractor do not agree to mediation, then a disputes will be submitted to neutral non-binding (except as provided herein) arbitration. Arbitration will be conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator will be consistent with PCC § 10240.8. The exclusive venue for any arbitration will be in Los Angeles County. The expenses and fees of the arbitrators and the administrative fees, if any, will be divided among the parties equally. Each party will pay its own counsel fees, witness fees, and other expenses incurred for its own benefit. 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING The decision rendered by the arbitrator will become binding upon the parties unless appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12 within 30 days of the decision. If subsequent litigation results in an award to the party appealing the arbitration that is less than or equal to that of the arbitration decision, or if the litigation results in a decision in favor of the nonappealing party, then the party appealing the arbitration will pay the nonappealing party's attorney's fees and court costs. II -B-22 Agreement No. 5966 6-11.10 APPEAL'"I°O SUPERIOR COURT: WAIVER OF .It)'RY `1"RIAL Should a party timely object to the arbitration decision, it may file a petition with the Los Angeles County Superior Court in accordance with California Code of Civil Procedure ("CCP") §§ 1285, et seq. Notwithstanding the limitations set forth in CCP § 1286.2, the court may vacate, correct, or adjust an arbitration award, and enter judgment in accordance with CCP § 1287.4, for any legal or equitable basis including, without limitation, error of law. The court will apply the substantial evidence standard of review when considering the appeal of an objecting party. BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE CONSTRUCTION, INTERPRETATION, PERFORMANCE, OR BREACH OF THESE CONTRACT DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH THIS SECTION 6- 11. BOTH THE CITY AND THE CONTRACTOR WAIVE THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES. 6-11.11 AB 626 CLAIMS PROCESS Claims made by a Contractor for one or more of the following are subject to the claim resolution process set forth in Public Contract Code section 9204: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the city under a contract for a public works project. (B) Payment by the city of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the city. 7-2 LABOR The following subsections are added to Subsection 7-2 of the Green Book. II -B-23 Agreement No. 5966 7-2.3 PREVAILING WAGES The Contractor will post at appropriate conspicuous points at the site of the project a schedule showing determinations of the Director of Industrial Relations of the prevailing rate of per diem wages. It will be the Contractor's responsibility to obtain copies of the prevailing rate of per diem wages. One source that may be used is the California Department of Industrial Relations website which is currently located at www.dir.ca.gov, or by calling the Prevailing Wage Unit at (415) 703-4774. Attention is directed to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the employment of apprentices by the Contractor or any subcontractor. Labor Code § 1777.5 requires the Contractor or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except: a) When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or b) When the number of apprentices in training in the area exceeds a ratio of one to five, or C) When the trade can show that it is replacing at, least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or d) When the Contractor provides evidence that the Contractor employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if the Contractor employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions. The Contractor and any subcontractor will comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex -officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. II -B-24 Agreement No. 5966 7-2.4 RECORD OF WAGES PAID: INSPECTION Every Contractor and subcontractor will keep an accurate certified payroll records showing the name, occupation, and the actual per diem, wages paid to each worker employed in connection with the Work. The record will be kept open at all reasonable hours, to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by the City, the Contractor will provide copies of the records at its cost. 7-3 LIAMLITYINSLIRANCE Subsection 7-3, Liability Insurance, of the Greenbook is deleted in its entirety and replaced by the following subsections. 7-3.1 GENERAL Contractor will procure and maintain for the duration of the contract the following insurance coverages and limits against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work covered by this agreement by the Contractor, its agents, representatives, employees or subcontractors: COVERAGE PER OCCURRENCE Comprehensive General Liability Business Auto Workers' Compensation ISO FORM CL 00 02 01 85 or 88 CA 00 01 01 87 COMBINED SINGLE LIMIT $2,000,000 $1,000,000 Statutory Contractor will provide endorsements or other proof of coverage for contractual liability. Combined single limit per occurrence will include coverage for bodily injury, personal injury, and property damage for each accident. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the policy will be endorsed such that the general aggregate limit will apply separately to this contract and a copy of the endorsement provided to the City. Liability policies will contain, or be endorsed to contain the following provisions: GENERAL LIABILITY AND AUTOMOBILE LIABILITY: The City, its officers, officials, employees, agents, and volunteers will be covered as insureds as respects: liability arising out of activities performed by or on behalf of the 11-B-25 Agreement No. 5966 Contractor; products and completed operations of the Contractor; premises owned, occupied or used by the Contractor; or automobiles owned, leased, hired or borrowed by the Contractor. The coverage will contain no special limitations on the scope or protection afforded to the City, its officers, officials, employees, agents, or volunteers. The Contractor's insurance coverage will be primary insurance as respects the City, its officers, officials, employees, agents, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, agents, and volunteers will be excess of the Contractor's insurance and will not contribute with it. The insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by the Contractor for the City. Any failure to comply with reporting provisions of the policies will not affect coverage provided to the City, its officers, officials, employees, agents and volunteers. The Contractor's insurance will apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. WORKERS' COMPENSATION: The insurer will agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by the Contractor for the City. ALL COVERAGES: Each insurance policy required by this subsection will be endorsed to state that coverage will not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) days written notice by certified mail, return receipt requested, has been given to: CITY CLERK City of El Segundo 354 Main Street El Segundo, CA 94245 Notwithstanding the foregoing, the endorsement may state that insurance may be cancelled upon ten (14) day notification for non-payment of premium. The Contractor will provide the City with updated proof of insurance should the Contract Time extend beyond the policy expiration date. All liability insurance will be on an occurrence basis. Insurance on a claims made basis will be rejected. Any deductibles or self-insured retentions will be declared to and II -B-26 Agreement No. 5966 approved by City. The insurer will provide an endorsement to City eliminating such deductibles or self-insured retentions as respects the City, its officials, employees, agents, and volunteers. Except for Workers Compensation Insurance, Contractor will furnish to City certificates of insurance and endorsements on forms acceptable to the City's City Attorney, duly authenticated, giving evidence of the insurance coverages required in this Contract and other evidence of coverage or copies of policies as may be reasonably required by City from time to time. Endorsements must be supplied on ISO Form No. CG 20 10 1185, or equivalent. Certificate/endorsement for Workers Compensation Insurance will be furnished on State Comp Fund or other industry standard form. Except for worker's compensation insurance, all insurance required herein will be placed with insurers with a Best's Rating ofnot less than A:VII. Worker's compensation insurance policies will meet the requirements of California law. All subcontractors employed on the work referred to in this contract will meet the insurance requirements set forth for Contractor. Contractor will furnish certificates of insurance and endorsements for each subcontractor at least five days before the subcontractor entering the job site, or Contractor will furnish City an endorsement including all subcontractors as insureds under its policies. Except as provided in Subsection 6-10, the Contractor will save, keep and hold harmless the City, its officers, officials, employees, agents and volunteers from all damages, costs or expenses in law or equity that may at any time arise or be claimed because of damages to property, or personal injury received by reason of or in the course of performing work, which may be caused by any willful or negligent act or omission by the Contractor or any of the Contractor's employees, or any subcontractor. The City will not be liable for any accident, loss or damage to the work before its completion and acceptance, except as provided in Subsection 6-10. The cost of such insurance will be included in the various items of work in the Contractor's bid and no additional compensation for purchasing insurance or additional coverage needed to meet these requirements will be allowed. In the event that any required insurance is reduced in coverage, cancelled for any reason, voided or suspended, Contractor agrees that City may arrange for insurance coverage as specified, and Contractor further agrees that administrative and premium costs may be deducted from payments due to the Contractor. Contractor will not be allowed to work until alternate coverage is arranged. Coverage will not extend to any indemnity coverage for the active negligence of the additional insured if the agreement to indemnify the additional insured would be invalid under Civil Code § 2782(b). 7-3.2 INDEMNIFICATION AND DEFF,'NSE 11-B-27 Agreement No. 5966 In addition to the provisions of Subsection 7-3 of the Greenbook as between the City and Contractor, Contractor will take and assume all responsibility for the work as stated herein or shown on the plans. The Contractor will bear all losses and damages directly or indirectly resulting to it, to the City, its officers, employees, and agents, or to others on account of the performance or character of the work, unforeseen difficulties, accidents, traffic control, job site maintenance, or any other causes whatsoever. The Contractor will assume the defense of and indemnify and save harmless the City of El Segundo, its officers, employees, and agents, from and against any and all claims, losses, damage, expenses and liability of every kind, nature, and description, directly or indirectly arising from the performance of the contract or work, regardless of responsibility for negligence, and from any and all claims, losses, damage, expenses, and liability, howsoever the same may be caused, resulting directly, or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence, to the fullest extent permitted by law. In accordance with Civil Code § 2782, nothing in this Subsection 7-3.2 or in Subsection 7-3 of the Standard Specifications will require defense or indemnification for death, bodily injury, injury to property, or any other loss, damage or expense arising from the sole negligence or willful misconduct of the City, or its agents, servants or independent contractors who are directly responsible to the City, or for defects in design furnished by such persons. Moreover, nothing in this Subsection 7-3.2 or in Subsection 7-3 will apply to impose on the Contractor, or to relieve the City from, liability for active negligence of the City. The City does not, and will not, waive any rights against the Contractor which it may have by reason of the aforesaid hold harmless agreements because of the acceptance by the City, or deposit with City by Contractor, of any insurance policies described in Subsection 7-3 of the Special Provisions. This hold harmless agreement by the Contractor will apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered by reasons of any of the aforesaid operations of Contractor, or any subcontractor, regardless of whether or not such insurance policies are determined to be applicable to any of such damages or claims for damages. No act by the City, or its representatives in processing or accepting any plans, in releasing any bond, in inspecting or accepting any work, or of any other nature, will in any respect relieve the Contractor or anyone else from any legal responsibility, obligation or liability he might otherwise have. 7-5 PERMITS The following paragraph will be added to Subsection 7-5 of Greenbook: The Contractor will apply for permits required by the City Building Safety Division. II -B-28 Agreement No. 5966 These permits will be issued on a "no -fee" basis. However, the Contractor must pay for and obtain all other permits from other governmental and utility agencies necessitated by their operations. All bonding fees, (overweight and oversized vehicle permit fees) inspection permit fees or other fees charged or required for such permits must be paid by the Contractor. These costs will be included in the bid item provided. If no bid item is included, costs will be included in the various items of work, and no additional payment will be allowed. 7-8.1 CLEANUP AND DUST CONTROL Subsection 7-8.1, Cleanup and Dust Control, of the Greenbook is deleted in its entirety and replaced by the following subsections. 7-8.1.1 GENERAL On any construction project requiring trenching within public streets and for which total trenching is in excess of 500 feet, the Contractor will be required to sweep the worksite utilizing a pick-up type street sweeper a minimum of once daily. 7-8.1.2 WATERING Water for the laying of dust caused by Contractor's operations or the passage of traffic through the work will be applied as necessary or as directed by the Engineer. Water for the above or other purposes may be obtained from any approved source. If the Contractor chooses to use a City fire hydrant upon placing a $300 meter deposit and the payment of a $50 service fee, the Engineer will cause a meter to be installed. All water used from the hydrant will be metered and charged to the Contractor at the prevailing rate plus the current daily meter rental rate. The Contractor will be charged a $15 reconnect fee if the Contractor wishes to move the meter to a different hydrant. Costs of water to be used will be included in the cost of various bid items. 7-8.6 WA'T'ER POLLUTION CONTROL This section is supplemented by the addition of the following requirements which establish storm water and urban runoff pollution prevention controls. (a) Storm or construction generated water containing sediment such as, construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, clean up of concrete transit mixers or other pollutants from construction sites and parking areas will be retained or controlled on site and will not be permitted to enter the storm drain system. (b) Temporary sediment filtering systems such as sandbags, silt fences, or gravel berms will be utilized to trap sediment so that only filtered water enters the City's II -B-29 Agreement No. 5966 storm drain system. Proper clean up and disposal of settled sediment and the filtering system will be the responsibility of the CONTRACTOR. (c) Discharge of concrete transit mixer wash water on to approved dirt areas (sub - grade area designated for new concrete construction for example) is acceptable. Discharge on to private property, parkway areas, or the street is not permitted. (d) Plastic or other impervious covering will be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City. (e) Excavated soil stored on the site will be covered in a manner that minimizes the amount of sediments running into the storm drain system, street or adjoining properties. (f) No washing of construction or other industrial vehicles and equipment will be allowed adjacent to a construction site. During the rainy season (October 15 to April 15), Contractor will keep at the construction site sufficient materials and labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures will be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain. (h) All costs associated with water pollution control will be borne by the Contractor. Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor's failure to implement water pollution control measures will be charged to the Contractor. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS Section 7-9 is supplemented by the following additional requirements; Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectively reduced by the Contractor's operations, such striping or markings will also be considered as existing improvements and the Contractor will replace such improvements. Relocations, repairs, replacements, or re -establishments will be at least equal to the existing improvements and will match such improvements in finish and dimensions unless otherwise specified. 7-10 PUBLIC CONVENIENCE: AND SAFETY Section 7-10 is supplemented by the following additional requirements: II -B-30 Agreement No. 5966 Unless otherwise specified all traffic control will be performed in accordance with the Work Area Traffic Control Handbook (WATCH) Latest Edition, published by Building News, 3055 Overland Avenue, Los Angeles, CA 90034, telephone 310-474-7771, 7-10.1 TRAFFIC AND ACCESS The Contractor will notify the occupants of all affected properties at least 48 hours prior to any temporary obstruction of access. Vehicular access to property line will be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer. At least one (1) twelve (12) foot wide traffic lane will be provided for each direction of travel on all streets at all times except as permitted by the Engineer. The traffic lanes will be maintained on pavement, and will remain Unobstructed. All work requiring that a lane be closed or a lane moved right or left will be noticed to the traveling public by use of City approved lighted arrow boards. Clearances from traffic lanes will be five feet to the edge of any excavation and 2 feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction. One four (4) foot wide paved pedestrian walkway will be maintained in the parkway area on each side of all streets. The clearance from the pedestrian walkway to any traffic lane will be five (5) feet. Pedestrians and vehicles will be protected from all excavations, material storage, and/or obstructions by the placement of an adequate number of lighted barricades (minimum two (2)) at each location, one (1) at each end of the obstruction or excavation), which will have flashing lights during darkness. Barricades will be Type I or Type 11 per Section 7-3 and lights will be Type A per Section 7-6 of the "Work Area Traffic Control Handbook" (WATCH). 7-10.2 STREET (10SURES, DETOURS. BARRICADES, Street closures will not be allowed except as specifically permitted by the Engineer. The Contractor will prepare any traffic control or detour plans that may be required as directed by the Engineer. Lane transitions will not be sharper than a taper of thirty (30) to one (1). Temporary traffic channelization will be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor will prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed on finish pavement surfaces, which are to remain. Where access to driveway or street crossings need to be maintained, minimum 1 1/4 inch thick steel plating will be used to bridge the trench. All steel plating will have temporary II -B-31 I Agreement No. 5966 asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross comfortably over the plates and have a non-skid surface. Plates subject to vehicle high traffic speeds and in residential areas will be secured by welding at the discretion of the Engineer. 7-10.5 PROTECTION OF THE PUBLIC It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor will use foresight and will take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the Project which will require that immediate and unusual provisions be made to protect the public from danger or loss of life, or damage to life and property, due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action will be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation immediately, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, will be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. Such remedial measures by the City will not relieve the Contractor from full responsibility for public safety. 7-15 IIAZARI: OLDS MATERIAL, The following Subsection will be added to Section 7 of the Greenbook: For any excavation, which extends more than four feet below existing grade, the Contractor will promptly, and before the conditions are disturbed, notify the Engineer, in writing, of 1) any material that the Contractor believes may be hazardous waste, as defined in Health and Safety Code § 25117, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law, 2) subsurface or latent physical conditions at the site differing from those indicated, or 3) II -B-32 Agreement No. 5966 unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. After receiving notice from the Contractor, the Engineer will promptly investigate any condition identified by the Contractor as being hazardous. The rights and obligations of the City and the Contractor with regard to such conditions (including, without limitation, the procedures for procuring change orders and filing claims) will be specified by the provisions of Subsection 3-4 (Changed Conditions) of the Greenbook. If a dispute arises between the City and the Contractor whether the conditions materially differ, involve hazardous waste, or cause a change in the Contractor's cost or time required for performance of the work, the Contractor will not be excused from any scheduled completion date provided for by the contract, but will proceed with all work to be performed under the contract. The Contractor will retain all rights provided by Subsection 3-5, Disputed Work, of the Greenbook. If the Engineer determines that material called to the Engineer's attention by the Contractor is hazardous waste, or if the Engineer otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Engineer, subject to the provisions of Section 3 (Changes in Work) of the Greenbook. 9-2 LUMP SUM WORK Subsection 9-2, Lump Sum Work, of the Greenbook is deleted in its entirety and replaced by the following: Items for which quantities are indicated as "Lump Sum," "L.S.," or "Job" will be paid for at the price indicated in the Proposal. Such payment will be full compensation for all costs for labor, equipment, materials and plant necessary to furnish, construct and install the lump sum item of work, complete, in place, and for all necessary appurtenant work, including, but not limited to, all necessary cutting, patching, repair and modification of existing facilities, and clean up of site. Contractor will furnish three copies of a detailed schedule, which breaks down the lump sum work into its component parts and cost for each part, in a form and sufficiently detailed as to satisfy Engineer that it correctly represents a reasonable apportionment of the lump sum. This schedule is subject to approval by Engineer as to both the components into which the lump sum item is broken down, and the proportion of cost attributable to each component. This schedule will be the basis for progress payments for the lump sum work. 11-B-33 Agreement No. 5966 9-3.2 PARTIAL ANIS FINAL PAYMENTS The text of Subsection 9-3.2 of the Standard Specifications is hereby deleted and replaced with the following: The closure date for the purpose of making partial progress payments will be the Iast working day of each month. The Contractor will prepare the partial payment invoice with measurement of the work performed through the closure date and submit it to the CITY for approval. When work is complete, the Contractor will determine the final quantities of the work performed and prepare the final progress payment, and submit it to the Engineer for approval. It will take a minimum of thirty-five (35) calendar days from the date of approving the Contractor's invoice to make the payment to the Contractor. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents, or legal release of filed Stop Payment Notices against the Contractor. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as -built conditions. The full five percent (5%) retention will be deducted from all progress payments. The Contractor will make a payment request for the retained amount, for approval by the City, upon field acceptance of the work by the City Engineer. The City Engineer upon field acceptance and receipt of the final as -built plans and any other reports or documents required to be provided by the Contractor will process a recommendation to the City Council for acceptance of the work. Not less than thirty-five (35) calendar days from the City Council acceptance of the work, the Contractor's final payment will be made provided Stop Payment Notices or other claims have not been filed against the Contractor and/or the City by material suppliers, sub -contractors, other governmental agencies, and private property owners. Until these Stop Payment Notices are released and claims are resolved the stop payment/claim amount will be withheld from the final payment. The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety or equal value. At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer, or a State or Federally chartered bank, as the escrow agent, who will pay such surety to the Contractor upon satisfactory completion of the contract. Pursuant to PCC § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, that any such election will be at the II -F3-34 Agreement No. 5966 Contractor's own expense and will include costs incurred by the City to accommodate the Contractor's request. Progress payment paid by the City as contemplated herein, will be contingent upon the Contractor submitting, in addition to any additional documents, an updated Contract Schedule in the form prescribed by these Contract Documents. Failure of the Contractor to submit an acceptable updated Contract Schedule will result in the City withholding partial payment, without liability to the City, until such an acceptable updated Contract Schedule is subinitted. Nothing herein will allow the Contractor to suspend or slow progress of the Work. A City Council resolution established a Project Payment Account, encumbered money in the current budget, and assigned that Money to the Project Payment Account which is the sole source of funds available for payment of the Contract Sum. Contractor understands and agrees that Contractor will be paid only from this special fund and if for any reason this fund is not sufficient to pay Contractor, Contractor will not be entitled to payment. The availability of money in this fund, and City's ability to draw from this fund, are conditions precedent to City's obligation to make payments to Contractor. 9-3.3 DELIVERE'D MATERIALS Materials and equipment delivered or stored, but not incorporated into the work, will not be approved for progress payments. 100-1 TERMINATION OF AGENCY LIABILITY Before receiving final payment, the Contractor will execute a Release on Contract" form which will operate as, and will be a release to the City, the City Council, and each member of the City Council and their agencies, from all claims and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act of neglect of the City of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as provided in Subsections' -3 of the Standard Specifications and except for ally Unsettled claims listed oil said form which have been filed in compliance with the requirements for making claims. - END OF SECTION - 11-B-35 Agreement No. 5966 SECTION III — SPECIAL PROVISIONS 1-0. GENERAL 1-1. GENERAL STANDARDS AND PROJECT SPECIFICATIONS 1. All work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction, including supplements thereto, American Public Works Association, Standard Plans for Public Works Construction, American Water Works Association Standard Specifications, the City of El Segundo Engineering Division's Standard Drawings, unless otherwise shown on the plans, or as specified herein. 2. Strict compliance with State and local safety codes will be enforced. 3. Legible copies of material/weight certification shall be turned over to the inspector on a daily basis. 4. The Engineer's decision shall be final as to interpretation and/or conflict between any of the referenced code, laws, ordinances, specifications and standards contained herein. 1-2. EXAMINATION OF JOB SITE The BIDDER shall make a detailed physical inspection of the site before submitting his/her proposal. It is understood that the BIDDER has satisfied himselflherself regarding existing conditions and existing access conditions which may affect bid prices for the proposed work. 1-3. INSPECTION On all questions relating to quantities, the acceptability of material, or work, the execution, progress or sequence of work and the interpretation of specifications or plans, the decision of the Engineer is final and binding, and shall be precedent to any payment under the contract. All work and materials are subject to inspection and approval of the Engineer. Inspection of the work shall not relieve the CONTRACTOR of the obligations to fulfill all conditions of the contract. 1-4. WORKING DAYS, TIME FOR COMPLETION, CONSTRUCTION SEQUENCE Construction on this project shall be scheduled to begin after January 1, 2421. CONTRACTOR will commence work on date specified in the Notice to Proceed to be issued to said CONTRACTOR by the Public Works Department of CITY and will complete work on the PROJECT, within 70 (SEVENTY) WORKING DAYS after the date of commencement. Hours of work shall be limited to 7:00 AM through 4:00 PM weekdays only, unless otherwise specified. III -A-1 Agreement No. 5966 1-5. NOI I JFICATJONS The CONTRACTOR will notify all agencies listed here in a minimum of forty-eight (48) hours before start of operation. The following list of names and telephone numbers are intended for the convenience of the CONTRACTOR and the City does not guarantee either the completeness or correctness of this list. 'OPERATION OFFICE TELEPHONE 1. Start of work, Floriza Rivera, Public Works Staff 310-524-2361 shutdown of work, Anthony Esparza, Water Division Supervisor 310-524-2746 or resumption of work after shutdown Lifan Xu, City Engineer 310-524-2368 Elias Sassoon, Director of Public Works 310-524-2356 2. Closing of streets El Segundo Police Department" 310-524-2200 El Segundo Fire Department** 310-524-2236 3. Street striping Street Maintenance Division 310-524-2709 3. Water/Sewer/ Anthony Esparza / Ron Campbell / Ron Fajardo 310-524-2742 Storm Drain * * The CONTRACTOR will notify the Engineering Division before notifying these offices. The following information is provided for CONTRACTOR'S use to notify agencies if their facilities are affected by CONTRACTOR'S work: 1. Underground Service Alert (all excavation in public right-of-way) 800-227-2600 2. City of El Segundo — Water Division 310-524-2742 3. City of El Segundo - Wastewater Division 310-524-2754 4. City of El Segundo - Recreation and Parks 310-524-2707 5. Southern California Gas Company 310-671-9002 6. Southern California Edison Company (SCE) 310-417-3366 7. AT&T 8. Time Warner Communication (Cable) 9. Los Angeles County Sanitation District 10. El Segundo Unified School District 111-A-2 310-515-4430 310-768-0400 Extension 414 310-699-7411 310-615-2650 Agreement No. 5966 1-6. MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The scope of work under mobilization includes but is not limited to: 1. Obtaining all required permits 2. Moving on to the site of all Contractor's equipment required for operations 3. Installing and removing all temporary facilities required for operations 4. Posting all OSHA required notices S. Submittal of Construction Schedule, Contractor Contact List, Centerline Tie Inventory, Survey Marking Inventory, and Notices to Residents for City approval 6. Notification of property owners, residents, businesses and motorists as necessary 7. Re -notification of all affected parties for all construction schedule changes 8. Traffic control as required per W.A.T.C.H. manual and CA MUTCD 9. Preparation and cleaning of work area as necessary in order to implement repairs 10. Coordinating with Underground Service Alert (USA) or Dig Alert to mark underground utilities before any excavation 11. NPDES permit compliance 12. Furnishing temporary water services to maintain water service to consumers at all times. 13. Ramping for areas where construction has caused significant elevation differences in driving/walking surfaces 14. Steel plating and asphalt ramping for excavated trenches and areas 15. Restoration, to existing standard conditions or better, of private and public property damaged by construction 16. Removal of all USA markings after new improvements are installed. 17. Demobilization 1-7. ACCESS TO DRIVEWAYS Access to driveways shall be maintained at all times for residents and businesses during non -working hours of 4:00 p.m. through 7:00 a.m. weekdays and 24 -hours a day on weekends and holidays. 1-8. TREE ROOTS At locations where tree roots are encountered, the CONTRACTOR shall cut out the tree roots to the full cross section of the new work a minimum of two (2) feet below finished grade under the supervision of the Recreation and Parks Department. Cost of this work shall be included in the other items of work. 1-9. CURB DRAIN OUTLETS The CONTRACTOR shall reconstruct all curb drainage outlets that fall within the limits of his/her work. Cost of this work shall be included in the other items of work. III -A-3 Agreement No. 5966 1-10. OTHER METER BOXES; PULL BOXES The CONTRACTOR shall make adjustments to all other meter boxes and electrical pull boxes (within the work limits) to match new grade. Cost of this work shall be included in the other items of work. 1-11. PROTECTION OF EXISTING IMPROVEMENTS Existing public and/or private improvements, adjacent property, utility and other facilities, trees, fences, sprinkler systems, plants, City benchmarks and centerline ties that are not to be removed, shall be protected from injury or damage as provided for in Sub -section of Part 1 of SSPWC "Greenbook" Standard Specifications. Any pavement, curb, gutter, landscaping or sidewalk removed beyond the limits established by the Engineer shall be reconstructed by the CONTRACTOR to equal or better pre -construction condtion at his own expense and no additional compensation will be allowed. 1-12. TIE -OUT & RE-ESTABLISH SURVEY MONUMENTS AND BENCHMARKS In accordance with Section 8771 of the Business and Professional Code, the Contractor will be required to hire a licensed land surveyor to tie out monumentation affected by the project prior to commencement of construction. The Contractor is also required to have land surveyor to file corner records with the City Engineer; and re-establish any such monuments or benchmarks damaged or destroyed during construction and file corner records, after replacement, with the City of El Segundo Public Works Department. The City shall determine which monuments found and listed in the Contractor's Surveyor's letter are to be tied out and re-established, prior to removal of these monuments resulting from construction. 1-13. DISPOSAL OF REMOVALS All removed materials shall become the property of the CONTRACTOR and shall be legally disposed away from the site of work. Note: There are no authorized dump facilities within the City of El Segundo. 1-14. WASHING OF CONCRETE TRANSIT MIXERS Concrete transit mixers shall not be washed out on alleys, streets, or parking lots. Also, refer to Section 7-8.6 Water Pollution Control (II -B-28 and 29) for additional requirements. 1-15. SURFACE RESTORATION Permanent restoration of surface improvements shall be completed to the approval of the Engineer no later than ten (10) calendar days after the new water line and services have been successfully pressure tested. Any necessary re -striping shall occur no later than seven (7) calendar days after surface restoration. 1-16. REPAIRS, REPLACEMENTS AND CLEANUP The CONTRACTOR shall repair at his/her own expense any damage to curbs, gutters, sidewalks, landscaping and irrigation systems, or any other property of the City, or of III -A-4 Agreement No. 5966 adjacent private property caused by him/her in the performance of the work. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Upon completion of the work and before final inspection, the entire worksite shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory and neat appearance. Work will not be approved until proper cleanup is accomplished. All cleanup costs shall be absorbed in the CONTRACTOR'S bid. 1-17. PUBLIC/ RESIDENT NOTIFICATION Due to the nature of this project involving some inconvenience to residents, businesses, and the public, a good public relations program is mandatory and evidence of satisfactory past performance in this area will be required. The City will require the CONTRACTOR to distribute two (2) "Public Notices" to each business and resident affected by the construction. Notices must be approved by the City prior to distribution. The first notice shall be distributed ten (10) calendar days prior to the start of any work. The second notice shall be distributed at least forty-eight (48) hours prior to the start of work. Said notice shall be attached to a red information hanger provided by the CONTRACTOR and hung on the front door knob of every resident/business on the project streets. 1-18. TRAFFIC CONTROL, PUBLIC SAFETY AND CONVENIENCE 1. TRAFFIC CONTROL Traffic control, construction signage and traffic maintenance shall comply with the provisions of Sub -section 7-10 of the SSPWC "Greenbook" Standard Specifications and the current requirements set forth in the California Manual on Uniform Traffic Control Devices published by the Department of Transportation, State of California, the CONTRACTOR'S Traffic Control Plans and these Special Provisions. 2. PUBLIC CONVENIENCE At the pre -construction meeting, the CONTRACTOR shall submit a construction schedule to the City for approval. Based on the construction schedule, the CONTRACTOR will notify residents and businesses of the proposed work (as discussed in Section 1.0. 17 above) and post temporary "NO PARKING" signs at no cost to the City. Signs shall be posted at all intersections a maximum of 200 feet between signs. Signs may be attached to existing poles or street light standards. When necessary, the CONTRACTOR shall furnish the posts. Signs shall be posted at least seventy-two (72) hours prior to any construction in the area. Signs shall show specific dates and time of parking restrictions. (See Appendix for City of El Segundo Standard Drawing No. ST -18 "Typical Temporary No Parking Sign".) The dates and times on the signs shall be site specific and shall cover the minimum time required for "NO PARKING" to facilitate construction. Generic long term "NO PARKING" time designations are not acceptable. Parking shall III -A-5 Agreement No. 5966 not be restricted during any period when construction activity is not scheduled at the particular site. On streets where parking is being temporarily prohibited on one side due to construction and where the other side of the street has permanent "NO PARKING ANYTIME" signs, the CONTRACTOR shall contact the City Police Department and Public Works Department Street Division and obtain approval to bag these "NO PARKING ANYTIME" signs until construction has been completed for the subject block. ONCE A SECTION OF STREET HAS BEEN POSTED, FAILURE OF THE CONTRACTOR TO MEET AND COMPLETE THE APPROVED DAILY SCHEDULE DUE TO CONDITIONS UNDER THE CONTRACTORS CONTROL, WILL RESULT IN DAMAGES BEING SUSTAINED BY THE AGENCY. SUCH DAMAGES ARE, AND WILL CONTINUE TO BE, IMPRACTICAL AND EXTREMELY DIFFICULT TO DETERMINE. FOR FAILURE TO MEET AND COMPLETE THE SCHEDULE AFTER POSTING, THE CONTRACTOR SHALL PAY TO THE CITY, OR HAVE WITHELD FROM MONIES DUE, THE SUM OF $200 AS LIQUIDATED DAMAGES FOR EACH DAY OF ADDITIONAL POSTING REQUIRED TO COMPLETE THE PROPOSED WORK. REPOSTING AND NOTIFICATION WILL BE REQUIRED FOR EACH MISSED DAY. SAID POSTING AND NOTIFICATION WILL BE AT THE CONTRACTOR'S EXPENSE. The CONTRACTOR shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Sub- section 7-10 of the General Provisions. Should the CONTRACTOR appear to be neglectful or negligent in furnishing warning and protective devices, the City Engineer may direct attention to the existence of a hazard and the necessary warning and protective measures shall be furnished and installed immediately by the CONTRACTOR at his/her expense. Should the City point out the inadequacy of warning and protective measures, such action on the part of the City Engineer shall not relieve the CONTRACTOR from responsibility for public safety or abrogate his/her obligation to furnish and pay for these devices. If said devices will be placed or caused to be placed by the City Engineer, the cost of placing such devices shall be the sole responsibility of the CONTRACTOR and shall be paid for the rate of $50/hour for labor and vehicle use, $20/day per barricade and any other costs incurred by the City relative to traffic control. Said costs shall be deducted from the total contract price for the work. 3. CONSTRUCTION SIGNAGE Providing construction signage shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the California Manual on Uniform Traffic Control Devices. The traffic control system shall be installed on a road prior to starting work for that road and shall not be removed until all work has been completed on that road. III -A-6 Agreement No. 5966 4. TRAFFIC MAINTENANCE The CONTRACTOR shall be responsible for handling vehicular and pedestrian traffic in accordance with Sub -section 7-10 of the SSPWC "Greenbook" Standard Specifications of these Special Provisions. The CONTRACTOR shall prepare all necessary traffic control plans prior to commencement of any work and submit those plans to the City for approval at the pre -construction meeting. The CONTRACTOR shall cooperate with the Engineer relative to handling traffic through all work areas When two-way traffic is restricted to one (1) lane, traffic shall be controlled as required by the California Manual on Uniform Traffic Control Devices. A pilot car and driver will be required at various locations if control by flaggers; proves deficient in the opinion of the Engineer. In no case shall the CONTRACTOR vrovide less than one (1) lane of travel throtwh the construction zone on all of the subiect streets. CONTRACTOR'S equipment and personal vehicles of the CONTRACTOR'S employees shall not be parked on the traveled way at any time. Parking of construction equipment shall be confined to the approved storage site. The CONTRACTOR shall conduct all operations so as to provide reasonable access to the adjoining properties and have no greater length or quantity of work under construction that can be property prosecuted with a minimum of inconvenience to the public. For each establishment, i.e. parking lots, business establishments and apartment buildings, the CONTRACTOR shall provide vehicular access to at least one (1) driveway. 1-19. CONSTRUCTION STAGING AREA The Contractor shall not store materials or equipment in the public right-of-way without prior written authorization from the Engineer. The Contractor shall store materials or equipment in an authorized area only. 1-20. USE OF PRIVATE PROPERTY The use of any private property by the CONTRACTOR is prohibited. The prohibited uses include, but are not limited to, CONTRACTOR'S use of water, electricity or natural gas from the private property, and storage of material or equipment and turning around/parking of his vehicles on private property. 1-21. COOPERATION WITH CONCURRENT CONSTRUCTION AND OPERATIONS: The Contractor shall cooperate with other contractors and the City's personnel performing work in the vicinity, shall conduct its operations in a manner to prevent unnecessary delay or hindrance to their work, and shall coordinate its work with theirs to permit proper and timely completion of all projects in the area. 111-A-7 Agreement No. 5966 1-22. COORDINATION WITH AFFECTED BUSINESSES AND RESIDENTS The Contractor shall respond to any complaints received from a property owner (bLisiness or resident) and contact the complainant within one (1) working day. Tile complaint shall be resolved within two (2) working days from the date on which it was received. The Contractor shall adjust its schedule in order to allow affected Businesses to operate as regularly scheduled. 1-23. NPDES COMPLIANCE Contractor shall thoroughly clean dust and debris resulting from his operations to comply with the "Clean Water Act." Sweeping, wet vacuuming, and/or other approved measures of removing such debris shall be taken daring the removal and construction operations. No dust or debris shall be deposited or discharged into storm drain facilities. The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing shall be laid in water, nor shall water be allowed to rise over them until the concrete or mortar has set at least eight (8) hours. Disposal of water shall be the sole responsibility of the Contractor. Disposal methods shall conform to the Porter -Cologne Water QLia,lity Control Act of 1974, the Federal Water Pollution Control Act Amendments of 1972, and the California Administrative Code, Title 23, Chapter 3. Contractor shall not discharge or permit to be discharged to any street, channel,, river, storm drain, or any appurtenances thereof, any non -rain water or other fluid substance from the project or from operations pertaining to the project site, without first securing a valid National Pollutant Discharge Elimination System (NPDES) permit unless the discharge is specifically listed as exempt or conditionally exempt in the most current list issued by the Regional. Water Quality Control Board, Los Angeles Region. Contractor shall implement all necessary Best Management Practices (BMPs) to ensure that any conditionally exempt discharge meets all current requirements of the Regional Water Quality Control Board and City. City may prohibit or restrict any discharge if, in its sole discretion, the discharge is polluting, unsafe, or causes a nuisance condition to be created. 2. Contractor shall reduce the discharge of pollutants in storm water runoff to the maximum extent practicable by the effective implernentation of appropriate BMPs. The following are the minimum requirements: a. Sediments from areas disturbed by Construction shall be: retained on site and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities, or adjacent properties via runoff, vehicle tracking, or wind. b. Construction -related materials, wastes, spills, or residues shall be III -A-8 Agreement No. 5966 retained at the construction site to minimize transport from the work area to streets, drainage facilities or adjoining properties via vehicle tracking, runoff, or wind. c. Non-stormwater runoff from equipment and vehicle washing shall be contained at project sites. d. Erosion from slopes and channels shall be controlled by implementing an effective combination of BMPs, such as limiting grading scheduled during the wet season, inspecting graded areas during rain events; planting and maintenance ofvegetation on slopes; and covering erosion susceptible slopes. The selection, submittal, and adherence to BMPs are the responsibility of the Contractor. The selected BMPs must be submitted to and approved by City prior to performing any operation Linder this contract which will disturb or expose soil, including, but not limited to, excavation, grading, demolition, clearing and grubbing, pavement removal, etc, 4. Construction activity that results in soil disturbances of less than one acre is subject to the General Permit for Storm Water Discharges Associated with Construction Activity (General Permit) if the construction activity is part of a larger common plan of development that encompasses one or more acres of soil disturbance or if there is significant water quality impairment resulting from the activity. If it is determined that the entire site consists of one acre or greater, the Contractor must file a Notice of Intent (NOI) with the State to comply with the terms of the Genet -at Permit, and must provide proof of a Waste Discharge Identification (WDID) Number to the City prior to the issuance of a grading permit. The preparation, submittal and adherence to all NOls, Storm Water Pollution Prevention Plans (SWPPPs), Wet Weather Erosion Control Plans (WWECPs), and Contractor Self -Inspection Forms are the responsibility of Contractor. 5. The City may restrict the continuation of work if it is determined that the Contractor has not met all the NPDES requirements. The cost of complying with these environmental requirements shall be considered included in the Contract bid price for other items of work unless the cost of compliance is listed as a separate bid item within the bid schedule. 1-24. UTILITIES Potholing of existing utilities should take place two weeks prior to the start of the construction of the new water main to allow adequate time for the necessary protection, removal and rearrangement of utilities by either the utility owner or the Contractor, as applicable. For work to be performed by a utility owner, the construction schedule shall allow for the time period required by the utility owner for such work. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or rearrangement of utilities, and shall obtain the Engineer's approval of such changes. 111-A-9 Agreement No. 5966 No additional compensation will be allowed for modifications to trench shoring caused by utility service connections whether or not the utility services are shown on the Plans. 2-0. CONSTRUCTION MATERIALS 2-1. PIPES AND FITTINGS 1. Pipe shall be new and unused cement mortar -lined ductile -iron class 350 and shall meet the requirements of AWWA CI 10, AWWA C150 and AWWA C151. 2. Fittings shall be new and unused ductile -iron per AWWA C I 10 and AWWA C153. 3. Pipe and fittings shall be new and unused cement -mortar lined in accordance with AWWA C104. 4. Outside coating of pipes and fittings shall be in accordance with AWWA C151. 5. Joints shall be mechanical, flanged or push -on as indicated on the drawings and manufactured in accordance with AWWA Cl 10, AWWA CI I I and AWWA C153. 6. Refer to Appendix 5, page 6, Item 5-5 for the material requirements for a service saddle for ACP and DI pipe. 2-2. MECHANICAL JOINT RESTRAINT 1. Mechanical joint restraint shall be incorporated in the design of the follower gland and ,,hall include a restraining, mechanism which, when actuated, irnparts multiple wedging action against the pipe, increasing its resistance as the pressure increases. 2. Flexibility of the joint shall be maintained after burial. 3. Glands shall be manufactured of ductile -iron conforming to ASTM A 536-80. 4. Restraining devices shall be ductile -iron heat treated to a minimum hardness of 370 BHN. 5. Dimensions of the gland shall be such that it can be used with the standardized mechanical joint bell and tee -head bolts conforming to ANSUAWWA A21.11 and ANSI/AWWA C I 53/A21.53. 6. Twist -off nuts shall be used to insure proper actuating of the restraining devices. 7. The mechanical joint restraint device shall have a working pressure of at least 250 psi with minimum safety factor of 2:1 and shall be EBAA Iron, Inc., MEGALUG, or approved equal. 8. All flange bolts shall be zinc plated and shall be coated with an asphaltic bitumastic undercoating. 2-3. GATE VALVES I - Gate valves shall be new and unused and conform to the latest revision of AWWA C509 covering resilient seated gated valves. 2. The valves shall be non -rising stem, counter clock -wise opening and provided with a 2" square operating nut with an arrow cast in the metal to indicate direction to open. 3. The wedge shall be of cast iron completely encapsulated with urethane rubber, 4. The urethane sealing rubber shall be permanently bonded to the cast iron wedge 111-A-10 Agreement No. 5966 to meet ASTM tests for rubber metal bond ASTM D429. 5. Stems for NRS assemblies shall be stainless steel with integral collars in full compliance with AWWA. The NRS stem stuffing box shall be the O-ring seal type with two (2) rings located above the thrust collar. The two (2) rings shall be replaceable with valve fully open and subjected to full rated working pressure. 6. There shall be two (2) low torque thrust bearings located above and below the stem collar. The stem nut shall be independent of wedge and shall be made of solid bronze. There shall be a smooth, unobstructed waterway free of all pockets, cavities and depressions in the seat area. 7. The body and bonnet shall be coated with fusion bonded epoxy both interior and exterior. Each valve shall have the maker's name, pressure rating and year in which manufactured cast on the body. 8. Prior to shipment from factory, each valve shall be tested by hydrostatic pressure equal to requirement for both AWWA (twice the specified working pressure) and 400 psi ULFM requirements. 2-4. VALVE BOXES Valve boxes shall be new and unused and shall be 8" extension type per City of E1 Segundo Standard Drawing No. WT -14. Cover shall be cast iron and shall have the word "WATER" cast on top and shall be painted blue. 2-5. COPPER TUBING Unless otherwise specified, all copper tubing shall conform to ASTM B-88, Type "K". Fittings shall be flare or sweat type connection and shall be of cast bronze or forged brass containing at least eighty-five percent (85%) copper, per City of El Segundo Standard Drawing No. WT -1 and WT -2. 2-6, FIRE HYDRANTS Fire hydrants shall be 6 -inch Clow Model 2050 or 2065, or Jones 3700 or 3775, complete with proper length bury per City of El Segundo Standard Drawing No. WT -7. Bolts to fasten the hydrant top section to the `Bury" section shall be of the breakaway type. Hydrants and bury flanges must be 6 -hale per City of El Segundo's standardized system. Existing hydrant top sections that are indicated for abandonment on the plans may be salvaged and reused, if approved by the City's Water Supervisor, Anthony Esparza (310-524-2746). 2-7. AIR RELIEF VALVES Air Relief Valves shall be per City of El Segundo Standard Drawing No. WT -17 and installed by the CONTRACTOR. Meter boxes shall not be installed within any curb ramps. 2-8. METER BOXES Existing water meter boxes to be replaced by new water meter boxes (DFW meter boxes) which shall be installed by the CONTRACTOR at all locations indicated on the plans. Old water meter boxes are to be removed and hauled off-site by the CONTRACTOR. III -A-11 Agreement No. 5966 2-9. TRAFFIC MARKINGS AND HYDRANT MARKERS Traffic stripes, pavement markings of arrows, symbols, numbers and words, and curb markings shall cont'brin to the California Department of Transportation Traffic Strives and Pavement Markings Standard Snecifications., Section 84, current edition. Pavement markings and striping on all roadways shall be paint or thermoplastic. All stencils and templates shall be identical with those used by the City of El Segundo and/or California Department of Transportation Standard Plan A24 D & E. Two-way blue retro -reflective pavement markers (4" x 4") shall be of the prismatic reflector type as specified in Section 85-1.05 of Caltrans Standard Specifications, current edition. 2-10. CONNECTION TO EXISTING 4" FIRE -FLOW DCDA See Plan Detail A. The water customer's contractor may not be able to coordinate the upgrade to their 4" DCDA to occur at the same time as the City's upgrades to the service connections. In the event that this occurs, the City's CONTRACTOR shall install a pipe spool to both accommodate the height at which the City's Water Division requests the connection to ultimately be located, as well as to accommodate the existing height of the water customer's existing facilities. A portion of the pipe spool shall be removable to allow the customer's future connection to the City's water service line at its final height without interference. 2-11, ASPHALT CONCRETE PAVEMENT (around hatch doors) Asphalt concrete pavement shall be Class D2 -PG 64-10 per subsection 203-6 of the SSPWC "Greenbook" Standard Specifications. 2-12. CEMENT MORTAR FOR LEVELING Cement mortar used for leveling new vault upper wall sections shall be Class D Cement Mortar per subsection 201-5 of the SSPWC "Greenbook" Standard Specifications. 3-0. CONSTRUCTION METHODS 3-1. CONNECTION TO EXISTING FACILITIES All connections shall be made by the CONTRACTOR. The CONTRACTOR shall give the City a minimum of ihvo (2) working- days' notice before the time of any proposed shutdown of existing mains or services. If the oroposed shutdown of existing water mains or services (to which connections are to be made) result in customer outages, a minimum of five (5) working days' notice shall be given to the City. Connections shall be made only in the presence of the City Inspector and no connection work shall proceed until the City has given notice to proceed. The CONTRACTOR shall furnish all pipe and materials, including furnishing all labor 111-A-12 Agreement No. 5966 equipment necessary to make the connections, all required excavation, bracing, shoring, backfill, pavement and replacement, lights and barricades, and the CONTRACTOR may be required to include a water truck, highline hose and fittings as part of their equipment for making the connections. Connections shall be flushed and disinfected in accordance with Section 3.0.8 of this Specifications. The City will operate all existing valves. The CONTRACTOR will dewater existing mains, as required, in the presence of the City Inspector. All valves, existing or newly installed, shall be readily accessible at all times to the City's Water Division personnel for emergency operation. The City Engineer may postpone or reschedule any shutdown operation if for any reason he/she feels that the CONTRACTOR is improperly prepared with competent personnel, equipment, or materials to proceed with the connection work. If progress is inadequate during the connection operations to complete the connection in the time specified and agreed upon by both the City and the CONTRACTOR tariff to shutdown. All costs for corrective measures shall be paid by the CONTRACTOR. The CONTRACTOR shall be responsible for determining in advance the grade of all existing pipelines to which connections are to be made. Connections shall be made with as little change as possible in the grade of the new main. If the grade of the existing pipe is below that of the new pipeline, a sufficient length of the new line shall be deepened so as to prevent the creation of any high spot of abrupt changes in grade of the new line. Where the grade of the existing pipe is above that of the new pipeline, the new line shall be laid at specified depth, except for the first joint adjacent to the connection, which shall be deflected as necessary to meet the grade of the existing pipe. If sufficient change in direction cannot be obtained by the limited deflection of the first joint, a fitting of the proper angle shall be installed. Where the connection creates a high or low spot in the line, a standard air release or blow -off (see City of El Segundo Standard Drawing No. WT -17) assembly shall be installed as directed by the City. In no event shall the new pipelines be connected to existing facilities until the new pipelines have been successfully pressure tested and disinfected. See Section 3.0.7 of these specifications. The City does not warranty the condition of the existing facilities. It is the CONTRACTOR'S sole responsibility to provide acceptable pressure testing at its new installation. 3-2. OPEN TRENCH OPERATIONS 1. Open trench operations shall be as set forth in Section 306-1 of Part 3 of the SSPWC "Greenbook" Standard Specifications, except as stated below. 2. Removal and disposal of materials shall be as set forth in Sub -section 300-1.3 111-A-13 Agreement No. 5966 except that asphalt concrete pavement shall be removed to neatly sawed edges. 3. Pipe bedding and rnaxinium trench width shall be as shown on City of El Segundo Standard Drawing No. W"I"-11. 4. Minimal cover on all distribution mains shall be 36 inches or as otherwise specified on the Plan. 3-3. FURNISHING TEMPORARY WATER SERVICE The CONTRACTOR shall furnish adequate temporary water service to all consumers that will be affected by mains shutdown required for construction. The CONTRACTOR shall furnish all necessary adequately -sized hose, piping, valves, tanks trucks and associated equipment used in providing temporary service. Connections shall be flushed and disinfected in accordance with Sub -sections 7 and 8 of Section B of these specifications. The CONTRACTOR shall submit to the City for review a plan and method, or methods, he/she intends to use to furnish this temporary water service, with evidence to show that the system he proposes will adequately supply the requirement of the consumers. The duration of the temporary water service should be kept to a minimum. If the CONTRACTOR elects to use pumping at these locations or any other location throughout the project, only low noise pumping equipment shall be used. Pumps shall be driven by electric motors only with power from temporary set -vice directly from the utility company. Generators will not be permitted. Standby pumping equipment shall be installed and a standby generator shall be at the site continuously during pumping to provide 100% standby pumping capacity. Standby generators shall be equipped with a sound attenuated enclosure. The CONTRACTOR shall provide manpower to continuously monitor the pumping equipment on a 24-hour basis while in operation and activate standby equipment, if necessary. 3-4. BRACING AND SHORING Bracing and shoring shall be as set forth in Sub -section 7-10.4.1 of Pail I and Sub- section 306,-1.1.6 of Part 3 of the SSPWC "Greenbook" Standard Specifications. 3-5. THRUST BLOCKS Concrete thrust blocks shall be as shown on City of El Segundo Standard Drawing Nos. WT -9 and WT -10. Concrete shall be 3,000 psi, and shall be constructed at locations as shown on the Standard Drawings and at all bends and T -intersection 3-6. DISPOSAL OF SURPLUS MATERIALS Surplus excavated and unsuitable materials shall become the property of the CONTRACTOR and shall be immediately disposed of'off the project site. III -A-14 Agreement No. 5966 3-7. TESTING HYDROSTATIC PRESSURE TESTING After all thrust blocks have been placed for at least two (2) days in the particular portion to be tested, a pressure test shall be conducted by the CONTRACTOR. Each section of main, up to but not exceeding 1,200 feet in length, and all fire hydrants and fittings connected thereto, shall be subjected to a hydrostatic pressure in accordance with AWWA Standard C600 and as modified herein, while all pipe, fittings and joints are inspected for leakage. The section of pipe under test shall be allowed to stand at 40 psi minimum pressure for one (1) hour prior to the beginning of the test. The pressure shall then be increased to 1.5 times the local static pressure, or 150 psi, whichever is greater. Pressure shall be measured at, or corrected to, the lowest point in the portion of the line being tested. After the entire section under test has been inspected and no leaks have been found, or if found, have been repaired and re -subjected to the test pressure, the pressure shall be maintained for four (4) hours, during which time the amount of leakage shall be determined by measuring the quantity of water which must be added to maintain the test pressure. The maximum allowable leakage per 1,000 feet of pipe, in gallons per hour, shall be in conformance with AWWA Standard C600. 3-8. DISINFECTION 1. GENERAL All water mains, water services, attached appurtenances and connections shall be disinfected in accordance with AWWA Standard C651 "Disinfecting Water Mains", and as modified herein. CONTRACTOR shall furnish all equipment, labor, materials, safety requirements, and water necessary for chlorinating and flushing the pipeline. Disinfection of new mains, including all chlorination, chlorine residual measurements, collection of samples, and certification of the pipeline disinfection shall be performed by trained personnel. Bacteriological tests shall be performed by a State Certified Laboratory. All costs for disinfection, including laboratory fees, shall be paid for by the CONTRACTOR. CONTRACTOR shall ensure that all pipe, fittings, and appurtenances are kept free from dirt and foreign matter at all times. During construction, all open pipe ends and fittings shall be fitted with a water tight plug. At the end of the work day, the open pipe in the trench shall be plugged in an equally suitable manner. During the chlorination, or chlorinating process, all valves shall be operated, and the chlorine solution shall be drawn through all laterals and appurtenances. Disinfection of mains and appurtenances, hydrostatic testing, and chlorine 111-A-15 Agreement No. 5966 retention may run concurrently for the required minimum 24-hour period only if prior approval is obtained from the City. In the event of leakage, or where repairs are necessary, added disinfection shall be made only by injecting chlorine into the line whereby adequate mixing is assured. If the test results are not satisfactory, the CONTRACTOR shall provide additional disinfection, as required. Such additional disinfection shall be at the CONTRACTOR'S expense. Disinfection of pipelines 16 -inch or smaller shall be accomplished by chlorination using either direct chlorine gas or Calcium Hypochlorite tablets as specified herein. PAW41 on L10X-14 The new system, which is being disinfected, shall be thoroughly pre -flushed, utilizing a minimum velocity of 2.5 feet per second throughout the entire system. The chlorinating agent shall be applied at a point not more than ten (10) feet from the beginning of the section to be chlorinated and shall be injected through a corporation stop, a hydrant, or other approved connection to ensure treatment of the entire system being disinfected. All required corporation stops and other plumbing materials necessary for chlorination, or flushing of all parts of the main being disinfected, shall be installed by and at the expense of the CONTRACTOR. Chlorine gas shall be fed directly from the chlorine cylinder equipped with a suitable device capable of regulating the rate of flow and diffusion of gas within the pipe. Water shall be concurrently fed into the pipe at a rate which produces a residual or not less than 50 (parts per million) PPM of chlorine in all sections of the pipelines and appurtenances being disinfected. Chlorinated water shall be retained in the system for a minimum duration of 24 hours, and shall produce at the end of the retention period not less than 25 PPM of chlorine in all sections of the pipeline being disinfected. CALCIUM HYPOCHLORITE TABLETS This method may be used only if the pipes and appurtenances have been maintained in a clean and dry condition during construction. The number of tablets used shall produce a residual of not less than 50 PPM of chlorine in all sections of the pipeline and appurtenances being disinfected when filled with water. During construction, five -gram calcium hypochlorite tablets shall be placed in each hydrant, hydrant branch, and other appurtenances. All tablets shall be attached, using an approved adhesive, on the inside and at the top of the main, with approximately equal nurnbers of tablets at each end of a given pipe. Adhesive shall be a type that will not impart detrimental compounds to the water supply. The following table may be used as a guideline for the number of five -gram tablets needed to achieve 50 PPM chlorine residual for each 18 -foot length pipe section, based on 3.25-g available chlorine per 111-A-16 Agreement No. 5966 tablet, and with any portion of tablet rounded to next higher integer, Pipe Diameter Suggested Number (inches) of 5-a Tablets 4 1 6 2 8 4 10 5 12 7 The fill rate when using tablets shall be regulated so that the velocity does not exceed one (1) foot per second through the smallest main line being disinfected. Water used to fill the new main during the application of chlorine shall be supplied through a temporary connection that shall include an appropriate cross - connection control device, consistent with the degree of hazard, for backflow protection of the active distribution system. Chlorinated water shall be retained in the system for a minimum of 24 hours, and shall produce at the end of the retention period not less than 25 PPM of chlorine in all sections of the pipeline disinfected. 4. FINAL FLUSHING Following the chlorination period of 24 hours, the newly laid line shall be thoroughly flushed to remove any foreign material. A suitable connection shall be provided by the CONTRACTOR at the end of each new line at the invert large enough to achieve a flushing velocity in the line of as least five (5) feet per second. Water shall be flushed from the line at its extremities and at all outlets until the chlorine residual of the water system being flushed is equal to or less than the distribution system level. When Calcium Hypochlorite tablets are used, the system shall be flushed thoroughly utilizing a minimum velocity of 2.5 feet per second. 5. BACTERIOLOGICAL TESTS After the system has been flushed, the CONTRACTOR shall have tests conducted for chlorine residual. Should the chlorine residual in any part of the disinfected system be higher than the distribution system level, the CONTRACTOR shall repeat the flushing procedure. If the chlorine residual, after flushing, is equivalent to or less than the distribution system level, the CONTRACTOR may proceed with the bacteriological tests. Samples shall be taken at the direction of the City with at least one (1) set of samples collected at 1,200 foot intervals along the new water main, plus one (1) 111-A-17 Agreement No. 5966 set at each dead-end main section, and at least one (1) set from each branch (i.e., laterals 4 -inch and larger). Two (2) consecutive bacteriological samples are required for water quality evaluation. The first bacteriological sample shall be taken immediately after final flushing and the second sample shall be taken at least 24 hours later. If bacteriological tests results fail to pass the requirements, the CONTRACTOR shall take corrective actions and daily bacteriological sampling shall be continued until two (2) consecutive negative samples are demonstrated. All samples shall be collected and tested for bacteriological quality in accordance with Standard Methods for the Examination of Water and Wastewater, and shall show the absence of coliform organisms. The following two (2) tests are required to provide information for water quality evaluation: a. Presence/absence of total coliform by any of the following three (3) methods: • Multiple tube fermentation or • Membrane filtration or • Colilerticolisure b. Heterotrophic plate count Report shall include: • Presence/absence of coliform bacteria count per 100 million • Heterotrophic plate count per million • Total and free chlorine residual, taken at time of sample collection All coliform test results must be negative. The heterotrophic plate count shall be 500 or less per million. The results of these tests must be approved in writing by the City's Water Inspection Supervisor prier to activating any new water facilities. Should the test results from the State Certified Laboratory disclose that the water from the new line does not meet the above standards, the disinfection process shall be repeated until it meets the required standards. In the distribution system, the disinfection process shall be repeated until it meets the required standards. 6, DISPOSAL OF TEST WATER All water used in testing and disinfecting the portions of pipeline, including that used for retesting, shall be disposed of following such testing, retesting, and disinfecting by the CONTRACTOR at his sole expense. The disposal of water shall, in all cases, be carried out in strict observance of the water pollution control requirements of the California Regional Water Quality Control Board. The CONTRACTOR will be authorized to discharge under the National 111-A- 18 Agreement No. 5966 Pollution Discharge Elimination System (NPDES) permit issued to the City if all requirements and procedures per such permit are followed. (See Section 7- 8.6 of the General Provisions; Page II -B-6 and 7). The CONTRACTOR shall apply a reducing agent to the solution to neutralize residual chlorine or chloramines remaining in the water. Additionally, the flow of water from the portions of pipeline shall be controlled to prevent erosion of surrounding soil, damage to vegetation, and altering of ecological conditions in the area. The CONTRACTOR'S attention is directed to that portion of the pipe with a low elevation. All water used in testing and disinfecting in that portion of the pipe shall be pumped out by the CONTRACTOR, at his expense, as specified in the paragraph hereinabove. The CONTRACTOR shall furnish and operate all necessary pumps, pipelines, valves, hoses and all other appurtenances needed for pumping out water from the said low portion. 4-0. REMOVAL AND RE, PLACEMENT OF SURFACE IMPROVEMENTS, 4-1. REMOVALS 1. GENERAL Bituminous pavement, concrete pavement, curbs, gutters, sidewalks, or driveway approaches, to be removed in connection with construction shall be removed in accordance with 300.1-3 of SSPWC "Greenbook" Standard Specifications unless otherwise noted in these specifications. Sawcuts to existing asphalt pavement or existing concrete facilities shall be perpendicular or parallel to the existing curb face. In the case of driveway approaches, diagonal sawcuts are allowable if they follow the existing diagonal sides of the approach. 2. BITUMINOUS PAVEMENT Prior to start of excavation for main line and laterals, asphalt pavement shall be saw cut, removed and hauled off site. Where the edge of the excavation of the existing pavement comes within three (3) feet of the outer edge of the pavement against gutter line or curb face, the existing paving shall be removed to the gutter line or curb face and the pavement laid to gutter line or to the curb face. Where the edge line of the pavement removed for the pipeline trench excavation is more than three (3) feet from the gutter or curb face the CONTRACTOR, before placement of permanent paving (including base material), is to cut the existing paving nine (9) inches back from the edge of the trench and remove that existing pavement. 111-A-19 Agreement No. 5966 Where asphalt pavement has been damaged adjacent to and by the saw cutting of the pavement, that area of asphalt shall again be saw cut to neat straight lines, for the purpose of removing the damaged pavement areas and neatly replacing them. Such saw cuts shall be perpendicular or parallel to the existing curb face. In addition thereto, the existing paving is to be mechanically ground down by a minimum of 1 V2 inches by an additional 12 inches width. The permanent paving shall then be extended as an overlay into this area. Should there remain after grinding less than two (2) inches of pavement then the remaining pavement shall be removed and replaced with a full depth permanent pavement. 3. PORTLAND CEMENT CONCRETE PAVEMENT Concrete pavement shall be removed to neatly sawed edges. Saw cuts shall be made a minimum depth of I %2 inches. If a saw cut in concrete pavement falls with three (3) feet of a construction joint, cold joint, expansion joint, or edge, the concrete pavement adjacent to trenches, where damaged subsequent to saw cutting of the pavement, shall again be saw cut to neat straight lines for the purpose of removing the damaged pavement areas. Such saw cuts shall be parallel to the original saw cuts. 4. CONCRETE CURB, SIDEWALKS, GUTTERS, CROSS GUTTERS, DRIVEWAYS, AND ALLEY INTERSECTIONS Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of I 12 inches in either length or width. If the saw cut in sidewalk or driveway would fall within thirty (30) inches of a construction joint, expansion joint, or edge. the concrete shall be removed to the: joint or edge, except that where the saw cut would fall within twelve (l 2) inches of a score mark, the saw cut shall be made in and along the score mark. 5. PAYMENT Full compensation for removal and disposal of materials required to, perform the construction operations specified shall be included in the price bid for the item it is incidental to and no additional compensation will be allowed therefore. Include allowance for pavement removal in the bid prices for items where pavement removal is incidental to. No extra compensation will be made should additional existing pavement need to be removed due to damage caused by CONTRACTOR'S operations. 4-2. RECONSTRUCTION 1. GENERAL The street surfaces of all excavations shall be restored either initially by temporary paving to be followed within thirty (30) days by permanent paving, or initially by permanent paving. When temporary pavement is placed it shall be brought up to level with existing pavement and maintenance thereafter until replaced with permanent pavement. 111-A-20 Agreement No. 5966 The final surface course shall be one (1) inch thick. Do not place the final surface course until at least thirty (30) days after traffic has been returned to that portion of the street. 2. SUB -GRADE PREPARATION Excavate and shape sub -grade to line and grade allowing for aggregate base and asphalt concrete pavement. The sub -grade shall be considered to extend over the full width of the base course. The top thirty (30) inches of the sub -grade shall be compacted to 95% relative to compaction. The finished sub -grade shall be within a tolerance of +/- 0.08 of a foot of the finished grade less the thickness of aggregate base and A.C. pavement and shall be smooth and free from irregularities. CRUSHED AGGREGATE BASE Crushed aggregate base shall be in accordance with Section 200-2.2 and shall be installed in accordance with Section 301-2 of SSPWC "Greenbook" Standard Specifications. Aggregate base shall be two (2) inches greater than the existing base. However, if there is no existing base, a minimum of six (6) inches of crushed aggregate base shall be provided. 4. PRIME COAT All areas to be paved shall receive prime coat at the rate of 0.25 gallon per square yard, per Section 302-5.3 of SSPWC "Greenbook" Standard Specifications. Prime coat shall be slow curing (SC -70) in accordance with section 203-2 of SSPWC "Greenbook" Standard Specifications. 5. TACK COAT All surfaces to receive finish pavement shall be uniformly applied with a tack coat of PG 64-10 paving asphalt of an approximate rate of 0.05 gallon per square yard, or Grade SS- Ih emulsified asphalt at an approximate rate of 0.05 to 0.10 gallon per square yard in accordance with Section 302-5.4 of SSPWC "Greenbook" Standard Specifications. 6. ASPHALT CONCRETE PAVEMENT Pavement thickness shall be one (1) inch greater than the existing pavement, but not less than four (4) inches. Asphalt concrete shall be C2 -PG 64-10 and finish pavement shall be D2 -PG 64-10 in accordance with Section 203 of SSPWC "Greenbook" Standard Specifications. III -A-21 Agreement No. 5966 Construction of asphalt concrete pavement shall be in accordance with Section 302-5 of SSPWC "Greenbook" Standard Specifications. 7. JOINING EXISTING PAVMENT Where new paving joins existing paving, grind down the existing surfaces twelve (12) inches back from the joint line so that there will be sufficient depth to provide a minimum of one (1) inch of asphalt concrete. The join line shall be straight and its edges vertical. After placing the asphalt concrete, seal the join line with liquid asphalt or emulsified asphalt. 8. SLURRY SEAL COAT After final paving, apply Type 11 slurry seal coat in accordance with section 302- 4 of SSPWC "Greenbook" Standard Specifications to the entire roadway surfaces, from edge of gutter to edge of gutter if under instruction of the Engineer. 9. SURFACE TOLERANCE After paving has been installed and compacted, spray water over the entire paved area. Correct any areas where water collects and does not drain away. 10. PAINTING, TRAFFIC STRIPING AND PAVEMENT MARKINGS Apply temporary and permanent striping in accordance with Section 310-5.6 of SSPWC "Greenbook" Standard Specifications. Place temporary striping after the base course of A.C. pavement has been completed in the same configuration as the existing permanent striping so that traffic can be returned to normal patterns. This striping shall be considered temporary and is the CONTRACTOR'S responsibility to place and maintain. Place temporary dribble lines within 24 hours after applying slurry seal, and place permanent striping between five (5) and seven (7) calendar days after applying slurry seal. 11. PAYMENT FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS Full compensation for replacement of surface improvements shall be included in the price bid for the pipeline stated in the proposal and no additional compensation will be allowed therefore. Include allowances for pavement replacement in the price bid for items where it is incidental to. No extra compensation will be made should additional paving need to be done due to CONTRACTOR'S operations. III -A-22 Agreement No. 5966 5-0. ABANDONMENT CDS' CONDUITS AND APPURTENANCES CES 5-1. Water mains shall be abandoned in place by cutting the pipes as shown on the Plans and securely sealing the open portions with redwood plug and concrete. 5-2. Fire hydrant connections shall be abandoned in accordance with City of El Segundo Standard Drawing No. WT -13. 5-3. Gate valves shall be abandoned in place by removing the valve boxes, backfilling the void left by removal of the boxes, and restoring the pavement in accordance with the Standard Specifications and Section C of Special Provisions. 6-0. MEASLJRI.�NIE T AND PAYMENT. 6-1. BASE BID ITEMS Measurement for payment of base bid items will be paid for at the unit price per item or lump sum amount listed and shall include compensation for furnishing all labor, equipment, tools, materials, and incidentals needed to provide the bid items. The contract price shall include full compensation for coordination, mobilization, and pedestrian/vehicular traffic control. The contract price shall include removal and proper disposal of existing surface, debris, and vegetation as necessary, as well as the restoration of public and private property, damaged during the construction, to the City's satisfaction. Mobilization/Demobilization Mobilization/demobilization shall be paid at the LUMP SUM price indicated on the bid and shall cover all work, including furnishing temporary water services to all consumers, as described in the Special Provisions Section of these Specifications. Traffic Control. Public Safetv and Convenience, Traffic control shall be paid at the LUMP SUM price indicated on the bid and shall cover all work as described in the Special Provisions Section of these Specifications, including the preparation of Traffic Control Plans. All signs shall be illuminated or reflectorized when they are used during hours of darkness. All cones, pylons, barricades, or posts used in the diversion of traffic shall be provided with flashers or other satisfactory illumination if in place during hours of darkness. All elevation differences caused by construction shall be ramped with asphalt and Uneven Pavement warning signage installed per MUTCD requirements until the situation is resolved. Utilities Potholing existing utilities and cooperation with utility agencies shall be paid at the LUMP SUM price in the bid and shall cover all work as described in the Special Provisions Section of these Specifications these Specifications. III -A-23 Agreement No. 5966 Bracinm and Shoring Bracing and shoring shall be paid at the LUMP SUM price indicated in the bid. Such payment shall be full compensation for bracing and shoring and all work appurtenant thereto. Ooen Trench Installations The price bid for ductile iron pipe (including fittings) and valves shall include the cost of cleaning, excavation, furnishing and laying pipe, furnishing and installing valves and fittings, thrust blocks, backfill, permanent resurfacing, removal and replacement,, where required of existing improvements (including utilities) which interfere with construction, and all other labor, equipment and material incidental to the installation of the pipe, valves and fittings complete in place. Removal. Replacement. Reconstruction The cost of saw cutting, breaking, removing and reconstructing concrete pavement, curbs, gutters, sidewalk, driveway approaches, and driveways as well as the cost of saw cutting, removing and resurfacing asphalt and rock and oil pavement shall be indicated in the price item involved and no separate or, additional payment will be made therefore. Miscellaneous Existina, Improvements Unless otherwise specified, any existing improvement removed in connection with the construction of this project shall be replaced in kind and the cost of replacement shall be considered included in the price bid and no separate or additional payment will be made therefore. Abandonment Abandonment of conduits and appurtenances shall be paid at the price indicated on the bid schedule. Such payment shall be full compensation for excavating, bracing and shoring and all appurtenant work specified in these Specifications. Construct Water Set -vice Connection. etc. Per plans These items shall be paid at the unit price per each water meter and water meter box purchased and installed. The contract bid price shall include compensation for furnishing all labor, materials, tools, equipment and incidental needed to pre - inspect, remove and deliver existing water meter to the City Water Yard, provide documentation and progress reporting, install new Metron Water Meter and new DFW Meter Box, traffic control, testing, clean-up as described in the Special Provisions of these Specifications. Concrete improvements included in these items shall be installed from scoreline to scoreline (one sidewalk panel), 6-2. ALTERNATIVE BID ITEMS If approved, measurement for payment of alternative items will be paid for at the unit price per item or lump sum amount listed and shall include full compensation for furnishing all labor, equipment, tools, materials, and incidentals needed to provide the alternative items. The contract price shall include full compensation 111-A-24 Agreement No. 5966 coordination, mobilization, and pedestrian/vehicular traffic control. The contract price shall include removal and proper disposal of existing surface, debris, and vegetation as necessary, as well as restoration of the public and private property, damaged during the construction, to the City's satisfaction. The following alternative bid items are only applicable if the City determines they are necessary. Miscellaneous Concrete hivrovenients (Bid Item 15) Placeholder only. Remove and replace existing concrete as specified in these specifications or as directed by City Engineer. (Typical concrete sidewalk is 4" thick and typical driveway approach is 6" thick). Cold Mill and Overfav, Ton 2 -inches of Asohalt Concrete. etc. (Bid Item 161 Placeholder only. Cold mill the existing top 2" of the street pavement and apply PG 64-10 asphalt concrete to the entire width and length of the project area in accordance with Section 203 of SSPWC "Greenbook" Standard Specifications, and as specified in these specifications or as directed by City Engineer. As trenches are already specified to be resurfaced, quantity shown is anticipated area surrounding the trenches in the project site. All associated valve and manhole adjustments as well as permanent striping shall be included in this bid item. Slurry Seat (Bid Item 17) Placeholder only. The following slurry seal activities are to occur the full width of the project area in accordance with Section 203 of SSPWC "Greenbook" Standard Specifications, and as specified in these specifications or as directed by City Engineer. All associated slurry seat activities costs shall be included in this bid item. A. Surface Preparation including weed treatment, cracksealing, removal of reflective markers and striping, street surface cleaning, and protection of existing manhole and valve covers in place. B. Type 11 Slurry Seal C. Striping D. Slurry Seal Patching E. Street sweeping as necessary Miscellaneous Water Imorovements (Bid Item 18) Placeholder only. Miscellaneous water improvements in the surrounding streets near the project area on time and materials basis. The specific items and costs will be discussed and agreed upon by the Contractor and the Engineer at time of construction. The Contractor to submit equipment and labor rate sheet before construction begins. END OF SECTION 111-A-25 Agreement No. 5966 APPENDICES 1. City Map 2. Typical No Parking Sign — El Segundo Standard ST -18 3. Centerline Tie Information 4. City of El Segundo Water Facility Standard Plans 5. Water Facilities Approved Materials List 6. Project Plans Agreement No. 5966 APPENDICES 1. City Map 2. Typical No Parking Sign — El Segundo Standard ST -18 3. Centerline Tie Information 4. City of El Segundo Water Facility Standard Plans 5. Water Facilities Approved Materials List 6. Project Plans Agreement No. 5966 APPENDIX I City Map N Ta C ifi c Ocean T 'y�iaA Y 100 L Agreement No. 5966 ---- - -- ---- CITY OF EL SEGUNDO Street Map Agreement No. 5966 APPENDIX 2 Typical No Parking Sign — El Segundo Standard ST -18 Agreement No. 5966 12" 1 1 1 J - c til F^ M 1- W J 9 cr W clJ' e _ J co 1 ( DAY ) ( DATE I ( TIME I AM Am AV wk r COLOR LEGEND SIGN SHALL BE LIGHT REFLECTIVE AND BE RED MADE OF WATER RESISTANT STIFF CARDBOARD c WHITE OR OTHER STIFF DURABLE MATERIAL. DESIGNEG S P.B." ENGINEERING D SIS re » `�-t4 8.... CITY ISP ELSEG C%I. � LI ORNIA APPROVED B . DATE: 11 z s9 It TYPICAL STANDARD DRAWING Date 0 DRAWN B11: Y. B. • WlNG N0. DATE: 11. 13. 89 1 'TEMPORARY NO PARKING SIGN _ ST -18 a Agreement No. 5966 APPENDIX 3 Centerline Tie Information Agreement No. 5966 w Agreement No. 5966 City of El Segundo Water Facilities Standard Plans Agreement No. 5966 180607 - CITY OF EL SEGUNDO WATER STANDARD DETAILS EI Segundo Water Details Detail No. Sheet No. Sheet Title ' 1 WT -1 1 of 1 1 -inch & 2 -inch Copper Branch Service 2 WT -2 1 of 1 Fire Hydrant Assembly 3 WT -3 i1 of 2 2 -inch Copper Fire Line 4 WT -3 2 of 1 New Fire Service Installation 5 WT -4 1 of 1 New 3"-8" Water Service Installation With Backflow Preventer 6 WT -51, 1 of 1 Thrust and Anchor Block Tables 7 WT -6! 1 of 2 Restrained (Length Tables Horizontal 8 WT -6 2 of 2 Restrained Length Tables Vertical 9 WT -7 1 of 1 Water Main Trench Detail f 10 WT -8 ;1 of 1 VPipe Casing Installation 11 WT -9 1 of 1 Fire Hydrant, Valve and Tee Removal Detail 12 WT -10 1 of 2 New Gate Valve Installation 13 WT -10 2 of 2 Adjustable Valve Box with Cap in AC Pavement 14 WT -11 11 of 1 11 -inch or 2 -inch Air and Vacuum Release 15 A 12 1 of 3 To be Used For: 3/4 -inch & 1 -inch Meters V 16 WT -12 2 of 3 To be Used For: 1 -1/2 -inch & 2 -inch Meters 17 WT -12 ;3 of 3 ;To be Used With Manifold Type Meter Installations 18 W7-13 1 of 3 15/8" x 3/4" & 1" Water Meters 19 WT -13 2 of 3 1.5" & 2" Water Meters 20 WT -13 3 of 3 3" Water Meter I FINISHED GRADE 2� I= F"METEP SIZE 'METER BOX SIZE V, 22"x 15" x IZ' 1-112"&2" 30' x 19" x 131, 'SEE SHEET WT -12 FOR METER BOX DETAILS. ITEM I MATERIAL BRONZE DOUBLE STRAP SERVICE SADDLE, 1" OR 2- F.I.P-T. OUTLET I' CAST BRONZE BALL CORPORATION STOP, M.I.P,T, x FLARE 2" CAST BRONZE BALL CORPORATION STOP, M.I.P.T_ x COMPRESSION I"(ROLLS)OR 2" COPPER PIPE, SOFT/ ANNEALED TYPE KIN 20' LENGTHS. CAST BRONZE ANGLE METER BALL VALVE WITH LOCKWING, FLARE X SWIVEL NUT (MUELLER B -24255N-3, B -24258N-3 OR EQUAL) CAST BRONZE ANGLE METER BALL VALVE WITH LOCKWING, F.I.P. x METER FLANGE (MUELLER &24286N.3, B -24276N -a OR EQUAL) METER (FURNISHED By CONTRACTOR) (SEE SHEET wr-i3) STRAIGHT METER COUPLING, SWIVEL NUT x M.I.P.T. -1 Y27 LONG 8 METER BOX (SEE SHEET W -i%12) 9 90° COPPER ELBO,U, C x C SOLDER JOINTS 10 1W THICK BASE OF 34' CRUSHED ROCK. 00 I � BOLTS, NUTS & WASHERS DATE NO. REVlSIONfNOTE ORIGINAL DRAWING ISSUED APPROVED SY lxvet Rosc=es Ep;hev Agreement No. 5966 SEE DETAIL A SEE uj CL CURB NOTE 4 tt=a M-2 101 CLEARANCE 10 FROM SWIVEL NUT OR FLANGE TO TOP OF BOX SWEEP FOR I" PIPE ONLY CITY CUSTOMER EXISTING WATER METER PRIVATE PROPERTY OR NEW PROVIDED BY CONTRACTOR 7 'METER r I 1"METER T 11. METER 3Z E'ER .q NOTES: DETAIL A 1, ALL SERVICE LATERAL ASSEMBLIES SHALL BE NSF 61, ANNEX G AND CALIFORNIA A81953 COMPLIANT. 2. ALL WATER METERS SHALL CONFORM TO AWWA WATER METER LAY LENGTH STANDARDS. 3. ALL PIPING $HALL BE RATED, FOP, 300 PSI. 4. PLACE METER BOX ASSEMBLY 1 -FT FROM PROPERTY LINE IF INSTALLED WITHIN ALLEY,,METER AND BOX ROTATION REQUIRES CrrY APPROVAL. aY I -INCH & 24NCH COPPER BRANCH SERVICE AJS DATE: 20 DE a: AJS SCALE: NONE SHEET NO. I OF I D: SEM T: DATE: Vff - 1 C', APP: I Agreement No. 5966 CLEARANCE (SEE NOTE 7) IA IS 6" 4" NOTE 10 JOINT ........ . ............ vx<,xv 3 X ITEM MATERIAL CA '6' FIRE HYDRANT WITH 2,5" x 4" IN RESIDENTIAL AREAS (9- 6" FIRE HYDRANT WITH 2.5"x4'x 4" IN COMMERCIAL AREAS (2) CONCRETE SPLASH PAD -(D 6- BREAK -OFF CHECK VALVE (CLOW LBI 400A OR JONES J6000) 04 WET BARREL HYDRANT BURY$ (MJ x FLG) SIZE TO FIT CONCRETE THRUST BLOCK PER WT -5 6- DUCTILE IF ON PIPE CL 350 70 6" RESILIENT WEDGE GATE VALVE (FLG x W) RESTRAINED MECHANICAL JOINT - F DUCTILE IRON TEE WITH 6- FLANGED BRANCH 9A9 P5' STAINLESS STEEL TAPPING TEE WITH V' FLANGED BRANCH' IE- VALVE BOX AND CAP Wl SLIP CAN NOTES: 1. TOP FLANGE OF BREAK -OFF CHECK VALVE SHALL BE SET WITHIN THE CONCRETE PAD, BREAK OFF GROOVE, MINIMUM OF ONE, SHALL BE PLACED ABOVE THE PAD. 2. FIRE HYDRANT FLANGE BOLTS SHALL BE A307 ZINC -PLATED BOLTS INSTALLED WITH NUTS ON TOP OF THE FLANGE. BREAK AWAY BOLTS SHALL BE USED. II 3. FIRE HYDRANT (AND RISER CAP) TO BE PAINTED WITH SINCLAIR POLE YELLOW, E-6-230 GLOSS ENAMEL. 4. INSTALL BURY SPOOL WHEN NECESSARY TO MEET REQUIRED GRADE. S. ALL FIRE HYDRANTS THAT ARE REMOVED MUST BE DELIVERED TO THE WATER DIVISION AT400 LOMITA ST. UNDAMAGED. 6. INSTALL BLUE REFLECTOR 6 -INCH OFF STREET CENTERLINE ON HYDRANT SIDE. 7. PER CALIFORNIA FIRE CODE, CLEARANCE AROUND FIRE HYDRANT SHALL BE A 3 -FT RADIUS. *CHECK COMPATIBILITY OF TEE MATERIAL WITH EXISTING PIPE MATERIAL. DATE NO. RE)A$ION I NOTE BY FIRE HYDRANT ASSEMBLY ORIGINAL DRAWNG ISSUED AJS APPROVEDBY: DATE: 20 DES: AJS SCALE: NONE SHEET NO. I OF 1 D: SEM T. DATE. WT -2 WmarRmumw. EAginw C: APP: I 18" MIN. Z MAIN TO MAIN NOTES: t FIRE SERVICE SHALL BE INSTALLED WITH 12" MINIMUM TO 30'%kXIMUM CLEARANCE ABOVE NATURAL FINISHED GRADE AND SHALL RE READILY ACCESSIBLE FOR INLINE SERVICE AND TEST (REF. TO LA. COUNTY DHS, SAFE PLUMBING PRACTICES). 2. THE APPROVED BACKFLOWPREVENTION ASSEMBLY SHALL BE FURNISHED BY THE MANUFACTURE AS A COMPLETE ASSEMBLY, METER TO BE FURNISHED BY THE CONTRACTOR (MEASURED IN CU. FTJ, 3. DCDA MUST BE INSTALLED AS CLOSE AS PRACTICALTO THE PROPERTY LINE AND COMPLETELY WITHIN PRIVATE PROPERTY. ITEM I MATERIAL BRONZE DOUBLE STRAP SERVICE SADDLE, T F.I.P.T. OUTLET (FOR DUCTILE IRON OIPE) 2' CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x COMPRESSION 2" COPPER PIPE, SOFT/ ANNEALED TYPE K IN 20' LENGTHS, ENCASED IN POLY WRAP C 2" BALL VALVE WITH TEE HEAD, C x C SOLDER JOINTS OR F.I.P.T. x F.I.P.T. USC APPROVED 2.5 -INCH BACKFLOW PREVENTION ASSEMBLY - DOUBLE CHECK DETECTOR ASSEMBLY WITH CHEATER METER (WATTS 007MIDCDA OR EQUAL) —6) 90° COPPER ELPOW, C x C SOLDER JOINTS 0 VALVE CAN, SEE SHEET WT -1 0 (SHEET NO. 2) ELEVATION VIEW Agreement No. 5966 FINISHED GRADE -T M PROPERTIES WITH ONSITE AUXILIARY WATER SUPPLIES OR CHEMICAL INJECTION FIRE SYSTEMS MAY REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. CONTACT THE EL SEGUNDO WATER DEPARTMENT PERSONNEL TO CONSULT AND CONFIRM THE REQUIRED BACKFLOW PREVENTION ASSEMBLY REQUIRED. AREA VARIES CONFIRM WITH CITY WATER DIVISON DCDA 31 P/L CITY WATER MAIN TYPICAL SERVICE ACCESS AREA DATE NO. REVISION / NOTE By I I # f 2 -INCH COPPER FIRE LINE ORIGINAL DRAWING ISSUED AJS APPROVED BY DATE: 20 DES: AJS SCALE: NONE SHEET NO. I OF 2 D: SEM T: DATE: WT -3 Waler R%curce, eqneee C: APP: TO BE INSTALLED BY CONTRACTOR INSPECTED BY CITY is, MIN. I IL 2 FINISHED GROUND Agreement No. 5966 SEE NOTE I MAINTAIN SEPARATION OF 18" BETWEEN WALL AND CENTER OF PIPE RUN Ow pl-I CUSTOMER SIDE ELEVATION VIEW SEE NOTE 3 TO CITY WATER MAIN PLAN VIEW NOTES: 1. WATER SERVICE SHALL BE INSTALLED WITH 12* MINIMUM TO 30" MAXIMUM CLEARANCE ABOVE NATURAL FINISHED GRADE AND SHALL BE READILY ACCESSIBLE FOR INLINE SERVICE AND TEST (REF. TO L.A. COUNTY DHS, SAFE PLUI4NG PRACTICES). 2. THE APPROVED BACKFLOW PREVENTION ASSEMBLY SHALL BE FURNISHED BY THE MANUFACTURE AS A COMPLETE ASSEMBLY, METER TO BE FURNISHED BY THE CONTRACTOR (MEASURED IN CU. FT.). 3. FOR 2 INCH SERVICE INSTALLATIONS, SEE DETAIL WT -3 (SHEET 1/2). 4. DCDA MUST BE INSTALLED AS CLOSE AS PRACTICAL TO THE PROPERTY LINE AND COMPLETELY WITHIN PRIVATE PROPERTY. ITEM MATERIAL 1 DUCTILE IRON PIPE CL350, TYPICAL 4 2 90* BEND (FLG x FLG) 3 OS & Y GATE VALVE (FLG x FLG) � USC APPROVED BACKFLOW PREVENTION ASSEMBLY - DOUBLE CHECK DETECTOR ASSEMBLY* 5 ADJUSTABLE PIPE SUPPORT 6 THRUST BLOCK 7 DUCTILE IRON SPOOL (FLG X FLG) 90' DUCTILE IRON SEND (MJ x FLG). DATE NO. REVISION I NOTE ORIGINAI. DRAWING ISSUED APPROVED BY: Water Resouttes Eh�4nw PROPERTIES WITH ONSITE AUXILIARY WATER SUPPLIES OR CHEMICAL INJECTION FIRE SYSTEMS MAY REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. CONTACT THE EL SEGUNDO WATER DEPARTMENT PERSONNEL TO CONSULT AND CONFIRM THE REQUIRED BACKFLOW PREVENTION ASSEMBLY REQUIRED. AREA VARIES CONFIRM WITH CITY WATER DIVISON DCDA -- 3. P/L CITY WATER MAIN TYPICAL SERVICE ACCESS AREA 13Y ip AJS DATE: 20 DES: AJS SCAI.r� NONE D: SEM T, DATE: c� APP: NEW FIRE SERVICE INSTALLATION SHEET NO. 2 OF 2 WT -3 -c-- 5g66 P95eeme�t N��'� �, 2 i 4yw+-� 10a� 0 W72 d$Yeaa W1dptp9�s ow o-yoa� r� m � ammo J 01vases� N -yW U3rrua , w p y a' S V 6 TABLE 1.1 - CALCULATION ASSUMPTIONS CONDITION I VALUE LAYING CONDITION TYPE 4 SOIL CLASSIFICATION GOOD SAND (GW) DEPTH OF COVER 13 FEET 8. 18": #6 BARS COAT REBAR, WITH 80 MILS OF COLD -APPLIED *NO-OX-iD'CONTACT GREASE FACTOR IS, M BE USED, MULTIPLY VALUES BY THAT SAFETY FACTOR, OESIGNITEST PRESSURE 200 PSI' NOTES: 1, _ - SITUMASTIC WATER -PROOFING COMPOUND. WRAP EXTERIOR OF VALVE, OPERATING PRESSURE VARIES PER PLAN ATTAIN 2,000 PSI STRENGTH, AND BE PLACED AGAINST UNDISTURBED SOIL.ANCHOR ALLOWABLE SOIL BEARING, Sb 1000 PSF' UNDISTURBED SOIL IMIATERIAL DENSITY, W. 150 PCF I UNDISTURBED SOIL I SAFETY FACTOR 11.0 3 PLAN I BEARING AREAS AND ANCHOR VOLUMES INCREASE DIRECTLY WITH INCREASED PRESSURE. 5. AVOID PLACING CONCRETE ON ANY PART OF THE VALVE BONNET OR VALVE IMM St)h OCAOINVI VALUE HC nCl2nAA DQC USE 412 BEARING Dikul- ADC A CunlAw Agreement No. 5966 UNDISTURBED SOIL - THRUSTSLOCK \ /� UNDISTURBED SOIL h 4 SECTION A FOR SOIL BEARING VALUE OF 500 USE: 2 x BEARING AREA SHOWN, 1 #5 BARS ANCHOR RODS 3 CALCULATIONS BASED, ON SAFETY FACTOR m 1.0. IF A DIFFERENT SAFETY 8. 18": #6 BARS COAT REBAR, WITH 80 MILS OF COLD -APPLIED *NO-OX-iD'CONTACT GREASE FACTOR IS, M BE USED, MULTIPLY VALUES BY THAT SAFETY FACTOR, 22.5 BEND NOTES: 1, _ - SITUMASTIC WATER -PROOFING COMPOUND. WRAP EXTERIOR OF VALVE, I. ALL THRUST SLOCKSSIHALL BE PORTLAND CEMENT CONCRETE MIX S60 -C-3250, THRUST ATTAIN 2,000 PSI STRENGTH, AND BE PLACED AGAINST UNDISTURBED SOIL.ANCHOR BLOCK 2. THRUST BLOCKS ON REDUCERS SHALL BE KEYED INTO THE TRENCH BOTTOM AS UNDISTURBED SOIL SHOWN. SECTION 3. CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. TYPICAL VERTICAL SEND 4. DO NOT COVER FITTING BOLT$ WITH CONCRETE, (LBS) 5. AVOID PLACING CONCRETE ON ANY PART OF THE VALVE BONNET OR VALVE 864RIJVG AREA (SF) = St XT OPERATOR WHEN VALVES ARE FLANGED TO FITTINGS. Sb 6. THE RATIO OF WIDTH (b) TO HEIGHT (h) OF THRUST BLOCK AREA SHALL NOT mws 7(L SSA T= 2 PA sinr' EXCEED 1112 TO 1. 2 7. ALL ANCHOR RODS SHALL BE; ANCHOR VOL (SrxT FOR PIPE SIZES< lZI #4 BARS VIVEP9 = �0 x 27) VV, TABLE 1.2. HORIZONTAL THRUST BLOCK BEARING AREAS 1 #5 BARS TABLE 1.3 - VERTICAL ANCHOR BLOCK VOLUMES (LBS): 8. 18": #6 BARS COAT REBAR, WITH 80 MILS OF COLD -APPLIED *NO-OX-iD'CONTACT GREASE PIPE 22.5 BEND 45 BEND SIZE SITUMASTIC WATER -PROOFING COMPOUND. WRAP EXTERIOR OF VALVE, SIZE THRUST VOLUME THRUST VOLUME (IN) ACTUATOR AND REBAR WITH 8 MIL POLYETHYLENE SHEETING AND TAPE PER IRWD (IN) (LBS) (LBS) (CY) (LBS) (CY) 493 0.5 SPECIFICATION. 4 1.9 981 0.2 1,924 0.5 9. MINIMUM CONCRETE COVER OVER REBAR SHALL BE 3". 6 7,997 2,206 0.5 4,329 1A 10. NO CONCRETE SHALL BE POURED ON VALVE OR PIPE JOINT. 14,217 14.2 It YIELD STRENGTH OF STEEL BARS IS ASSUMED TO BE 36 KSI. 8 �+ 3,923 1.0 7,694 1.9 12. ANCHOR BLOCKS SHALL BE USED AT VERTICAL BENDS WHEN PIPE IS ABOVE OR 10 6,179 1.5 12,022 3.0 BELOW GROUND AS SHOWN ON THE PLANS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE THE SOIL BEARING 12 I8,8265 _16 2.2 I 17,312 4.3 CONFIRMED PRIOR TO CONSTRUCTION.. I 15,690 3.9 30,777 7.6 14. WHEN RESTRAINED JOINTS ARE PROVIDED FOR THE REQUIRED PIPE LENGTH, PER - 18 19,858 4.9 38,952 9.6 WT -6 THE THRUST BLOCK SIZE CAN BE TO ')rcl. OF Mt -Z17;: TABLE 1.2. HORIZONTAL THRUST BLOCK BEARING AREAS THRUST BEARING (LBS): AREA (SF) PIPE 11.25 SEND 22.5 BEND 4S BEND 90 BEND SIZE THRUST BEARING THRUST BEARING THRUST ' BEARING THRUST BEARING (IN) (LBS) AREA (SF) (LBS) AREA (SF) (LBS) AREA (SF) (LBS) AREA (SF) 4 493 0.5 981 1.0 1,924 1.9 3,554 3.6 6 1,109 1.1 2,206 2.2 4,328 4.3 7,997 8.0 8 1,971 2.0 3,923 3.9 7,694 7.7 14,217 14.2 1 10 3,079 3.1 6,129 6.1 12,022 12.0 22,214 I22.2 12 4,434 4.4 8,826 8.8 .17,312 I 17.3 31,989 32.0 16 I, 7,883 7.9 15,690 15.7 30,777 30.8 56,869 56.9 18 9,977 10.0 I19,858 19.9 38,952 39.0 71,975 II 72.0 NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE INFORMATION SHOWN HEREON PRIOR TO ITS USE, DATE NO. REVISION I NOTE BY ORIGINAL DRAWING ISSUED AJS APPROVED BY DATE: 20 DES: AJS SCALE: NONE 0: SEM T: DATE: C: APP. DEADEND / TEE THRUST BEARING (LBS): AREA (SF) 2,513 2.5 5,655 5.7 10,053 10.1 15,708 15.7 22,619 22.6 40,212 40.2 50,894 50.9 THRUST AND ANCHOR BLOCK TABLES SHEET NO. 1 OF 1 Vff -5 1 6 TABLE 2.1- DEAD E'N'Dj TEE, AND HORIZONTAL BENDS TABLE 2.2 - CALCULATION ASSUMPTIONS RESTRAINED LENGTH, L (FT) CONNECTION CONDITION PVC DUCTILE q WAR LY PED GOOD SAND (GW) DEPTH OF COVER IRON I DUCTILE 16 INCH DIAMETER OPERATING PRESSURE VARIES PER PLAN NEAREST RUN JOINT FOR TEE DEAD END ITEE 40 25 73 90' HORIZONTAL BEND 15 12 17 45' HORIZONTAL BEND 6 5 i 7 22.5° HORIZONTAL BEND 3 3 4 � 11.25' HORIZONTAL BEND 2 2 2 8 INCH DIAMETER DEAD END I TEE 53 33 95 90' HORIZONTAL BEND 19 16 22 45' HORIZONTAL BEND 8 7 10 22.5` HORIZONTAL BEND 4 4 5 l 11.25' HORIZONTAL BEND 2 2 3 12 INCH DIAMETER DEAD END I TEE 74 46 134 1 90' HORIZONTAL BEND 26 22 31 4 45' HORIZONTAL BEND 11 9 13 22.5° HOR'IZO�NTAL BEND 6 5 6 11.25' HORIZONTAL BEND 3 3 1 3 TABLE 2.2 - CALCULATION ASSUMPTIONS CONDITION VALUE LAYING CONDITION TYPE 4 I SOIL CLASSIFICATION GOOD SAND (GW) DEPTH OF COVER 3 FEET DESIGN/TEST PRESSURE 200 PSI' OPERATING PRESSURE VARIES PER PLAN NEAREST RUN JOINT FOR TEE 1 FOOT SAFETY FACTOR 1.02 1 ' RESTRAINED LENGTHS FOR TEES CALCULATED USING EQUAL RUN AND BRANCH DIAMETERS. 2 RESTRAINED LENGTHS CALCULATED USING SAFETY FACTOR =1.0. WHEN A DIFFERENT SAFETY FACTOR IS TO BE USED, MULTIPLY RESTRAINED LENGTH'S BY THAT SAFETY FACTOR_ NOTE: IT IS THE RESPONSIBILITY OF THE CON'TRACT'OR TO VERIFY THE INFORMATION SHOWN HEREON PRIOR TO ITS USE. Agreement No. 5966 RESTRAINED LENGTI ., L I �rhlN��iff��i 4 NEAREST RUN JOINT f RESTRAINED TEE NEAREST f RESTRAINED LENGTH { RESTRAINED () END CAP TYPICAL DEAD END CONNECTION RESTRAINED LENGTH RESTRAINED BEND FITTING PLAN TYPICAL HORIZONTAL BEND CONNECTION DATE NO 1 REVISIONINOTE BY a M,' a RESTRAINED LENGTH TABLES * HORIZONTAL ORIGINAL DRAWING ISSUED AJS APPROVED SY ; DATE: 20 DES: AJS SCALE: NONE SHEET NO. 1 OF 2 D: SEM T: DATE: WT -6 Wm Remmw G.. APP: J c L , Agreement No. 5966 0 ;4 Lau C o I �p 10 Wr Cl) C13 N cm N —1 U) z < M C, ED tu z LU C13 r -d- M N C-4 < 5 M WWI U.J C.D uLI Lu LC Z w M M C,4 V4, C,4 P- co La '� 'n cq N cm Q4i7 C -i C-4 L LLI Lu W13- 9: < '40 67 't " M C'4 C4 r- Qco -cr Ul to V- I.- C6 z uj LU uj w CL Lu R, II < co LU ui U- LLI C4 M CN M o W U - 0 Z UJ m LL C,4 4"> J cr M C--3 M LL 0 U- uj Lu LLJ J c L , Agreement No. 5966 0 ;4 Lau C o I �p 10 Wr Cl) C13 N cm N —1 U) z < M C, ED tu z LU C13 LU W w M I-- < 5 M WWI U.J C.D uLI Lu wC7LLI elf LU Z w M LU C14 LU :> Q4i7 C -i C-4 cli 0 z z Ul to V- I.- C6 z uj J c L , Agreement No. 5966 0 ;4 Lau C o I �p 10 Wr Cl) C13 N cm N —1 W C, ED tu LLS I-- LU wC7LLI elf LU to LL) M C14 z Ul to V- I.- C6 z uj LU uj w CL Lu R, II < co ui U- LLI C4 M CN M o U - 0 Z UJ m LLI 0 W J cr M U- uj Lu LLJ < rf 0 Z LL J c L , Agreement No. 5966 0 ;4 Lau CL LU 0 W tu LLS H i3SJJO LU to LL) w SAWCUT �I w 6"I 6" �.g MINI. TRENCH WIDTH MIN. V A D2 (11 -,, i G � 8" MAX, 8" DETAIL "A" (A.C. PAVEMENT) SAWCUT SAWCUT EXISTING P.C.C. PAVEMENT EXISTING A.C. PAVEMENT Agreement No. 5966 6" 6" MIN, TRENCH WIDTH MIN. i c 6" MIN. 1 6- 8" MAX. 8" DETAIL "B" (P.C.C. PAVEMENT) SAWCUT Ul LU v Z CL u- p uj (,.+,� F fi ✓ Lu I Lu O CL 17 z c� 0 w m Lu a a ITEM NO, DESCRIPTION (1) IF COVER TO NEW PIPE IS LESS THAN 3W, CITY ENGINEER WILL SPECIFY SPECIAL BEDDING AND BACKFILL REQUIREMENTS 2' 6" SAND BEDDING PER $SPWC 306-1.2„ o UNLESS OTHERWISE APPROVED BY THE CITY SAND BACKFILL COMPACTED TO 90% RELATIVE COMPACTION UNLESS OTHERWISE APPROVED BY THE CITY, JETTING IS NOT ALLOWED. ALL BACKFILL SHALL BE MINIMUM 1 -SACK SAND -CEMENT SLURRY, CRUSHED MISCELLANEOUS BASE (CMB), DECOMPOSED GRANITE (DG). MECHANICALLY DENSIFIED TO 90% RELATIVE COMPACTION FROM BOTTOM OF TRENCH TO 8" BELOW PAVEMENT. THE TOP 8" SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. CONTRACTOR TO PROVIDE TEST REPORTS AS EVIDENCE OF PROPER CO'MPATI'ON. PAVE 6" (OR EXISTING PAVEMENT THICKNESS PLUS 1", WHICHEVER IS GREATER) WITH D2 -PG -6410, C2 -PG -6410 A.C, B -PG -6410 REFER TO APWA STD PLAN 132-3 AND 133-3 'TRACER WIRE SECURED TO PIPE WHEN APPLICABLE (NOT NECESSARY FOR DIP) ( WARNINGADENTIFICATION TAPE oPLACE 8" P.C.C. CLASS 520-A-2500 (OR EXISTING PAVEMENT THICKNESS PLUS 1", WHICHEVER IS GREATER) TO NEAREST SCORE LINE REFER TO APWA STD PLAN 132-3 (9 #4 DOWEL AT 24" O.C. TO EXISTING PAVEMENT, CONTACT CITY ENGINEER'S OFFICE FOR DOWELING SPECIFICATIONS. NOTE: IF PAVEMENT CRACKS ARE EVIDENT NEAR TRENCH, CONTRACTOR IS REQUIRED TO OVERCUT THESE CLACKS IN FULL PAVEMENT THICKNESS. DATE NO. Li q �6 APPROVED BY ; REVISION I NOTE I BY 01 N �� WATER MAIN TRENCH DETAIL ORIGINAL DRAWING ISSUED AJS DATE: 20 DES: AJS SCALE: NONE SHEET NO. I OF 1 D: SEM th� T: DATE: V Y I ''77 ��Is�tscvass.Ern C: APP. ANGLES TO BE CONSTANT AROUND ENTRE CIRCUMFERENCE OF THE PIPE. NUMBER OF SPACERS PER MANUFACTURER'S SPECIFICATIONS SPACER CARRIER PIPE CASING ---FILL ANNULAR SPACE WITH AiR-BLOWN SAND CONFIGURATION - CENTERED PIPE CASING 10,-0', CROSS-SECTION MAX (TYP ,f7z- F DUCTILE IRON CARRIER PIPE CASING THICKNESS: (SEE NOTE 5) PLACEMENT OF SPACERS ON CARRIER PIPE PER MANUFACTURER'S SPECIFICATIONS NOTES: Agreement No. 5966 STAINLESS STEEL - CLAMP BANDS (SEE NOTE 3) RUBBER SEAL (SEE NOTE 3) DATE NO. APPROVED BY: REVISION I NOTE ORIGINAL DRAWING ISSUED Moor Rmoorm ;ronpw t% AJS DATE: 20 DES: AJS SCALE! NONE D: SEM T: DATE: SHEET NO. I OF 1 WT -8 1- DUCTILE IRON (DI) PIPE JOINTS INSIDE PIPE CASING TO BE RESTRAINED (TYP). DI CARRIER PIPE 2. INTERIOR OF CASING TO BE GROUND SMOOTH WIDTH 8 SPACER WIDTH AND LUBRICATED FOR SPACER INSTALLATION. PIPE SIZE CASING ID 1 8` W 1 1 RUBBER SEALS AND STAINLESS STEEL CLAMPS 12" 24" REQUIRED. 1 16" 301, 4. REDWOOD SKIDS CAN BE SUBSTITUTED FOR 18 30 SPACERS ON A CASE BY CASE BASIS AS 36 APPROVED BY ESWD. 1 24` 30" 42" 1 48` 5. CASING THICKNESS TO BE DETERMINED BY 36" 54" ENGINEER) NOT TO EXCEED DEFLECTION OF PIPE. 6. ALTERNATE CASING SIZE TO BE APPROVED BY DEPARTMENT ENGINEER ON A CASE BY CASE BASIS. DATE NO. APPROVED BY: REVISION I NOTE ORIGINAL DRAWING ISSUED Moor Rmoorm ;ronpw t% AJS DATE: 20 DES: AJS SCALE! NONE D: SEM T: DATE: SHEET NO. I OF 1 WT -8 0_1 FOR TEE 2 REMOVAL SEE BELOW TEE REMOVAL Agreement No. 5966 NOTES: 1. CITY ENGINEER OR FIELD INSPECTOR TO MAKE DETERMINATION OF APPROPRIATE MATERIALS TO USE AND HOW APPURTENANCES ARE ABANDONED. TEES NTH LEAD CAULKED JOINTS SHALL BE REMOVED AND REPLACED' WITH LIKE SIZE D.I. PIPE. 2. IF EXISTING PIPE AND TEE ARE STEEL, USE FLEX COUPLINGS TO MAKE RE -CONNECTION. 3. IF EXISTING PIPE AND TEE ARE CAST OR DUCTILE IRON, USE EITHER A PAIR OF D.I. M.J. SLEEVES OR FLEX COUPLINGS. A BELL END OF D.I. PIPE MAY BE SUBSTITUTED FOR ONE SLEEVE OR COUPLING. 4. THIS STANDARD DRAWING MAY BE USED FOR IN-LINE VALVE REMOVAL OR OTHER INLINE APPURTENANCES AS DIRECTED BY ESWO 5. REPAIR OR REPLACE STREET AND SIDEWALK SURFACES PER CITY OF EL SEGUNDO PUBLIC WORKS STANDARDS. ALL TRENCHES SHALL BE BACKFILLED PER ESWD STE), DWG. WT -7. ITEM DESCRIPTION (1) REMOVE GATE CAN ASSEMBLY, IF PRESENT, REMOVE GATE VALVE. ABANDON OR REMOVE PIPE LATERAL - AS DIRECTED BY THE CITY. ABANDON OR REMOVE APPURTENANCES (HYDRANT, BURY, ETC.) - AS DIRECTED BY THE CITY, REMOVE BLUE DOT PAVEMENT MARKER(S), IF PRESENT, PROTECT EXISTING PIPE IN PLACE, REMOVE TEE (7) �7 INSTALL LIKE SIZED DUCTILE IRON PIPE. INSTALL DUCTILE IRON M.J. SLEEVE OR FLEX COUPLING - AS (D DIRECTED BY THE CITY. RESTRAIN WITH MEGALUG OR EQUIVALENT. DATE NO, REVISION I NOTE BY FIRE HYDRANT, VALVE AND TEE REMOVAL DETAIL ORIGINAL DRAWING ISSUED d AJS APPROVED BY, DATE 2a DES: AJS SCALE-, NONE SHEET NO. I OF I D: SEM T: DATE: 6 WT -9 viawr Rase = ensifeer c: APP*, DATE HUB -TOL -HUB WIDTH 12" MIN. UNDISTURBED SOIL 220 NAME A LLj WIN, UNDISTURBED SOIL RESTRAIN JOINTS a RESTRAIN JOINTS PLAN VIEW ;3 3 4" MIN. a J 12- MIN. HUB -TO -HUB (D WIDTH ELEVATION VIEW ITEM MATERIAL F1 el I DUCTILE IRON RESILIENT WEDGE GATE VALVE (W x 2) NEW WATER MAIN 3 ANCHOR STRAPS (REBAR NO. 4) 4 ' CONCRETE THRUST BLOCK 5 VALVE RISER. SEE SHEET WT -10 (SHEET NO. 2(2) 6 VALVE AND CAP, SEE SHEET WT -10 (SHEET NO. 2/2) I NO. REVISION/NOTE BY ORIGINAL DRAWING ISSUED APPROVED BY NaPw Resources EAqineer Agreement No. 5966 NOTES: 1. VALVE STEM EXTENSION NOT SHOWN. 2. VALVE ANCHOR REQUIRED ON ALL VALVES OVER 6" AND ALL VALVES AT DEAD ENDS. 3. ANCHOR STRAPS SHALL BE EMBEDDED DIRECTLY INTO THE CONCRETE THRUST BLOCK. 4. CONCRETE THRUST BLOCKS SHALL CONFORM TO STATE STANDARD 90-1.01, 470 LBSfCY CEMENTITIOUS MATERIAL (5 -SACK) AND BE POURED AGAINST UNDISTURBED NATIVE SOIL. 5. ALL VALVES SHALL CONFORM TO SPECIFICATIONS FOR GATE VALVES FOR WATER WORKS SERVICE PER AWWA STANDARD 509-60. 6. 87 VALVE WELL RISER AND CAP SHALL BE USED FOR ALL GATE VALVES. 'i 6" MIN. PI 12" TRENCH 12' _MIN._ I WIDTH MIN �-t%4 ELEVATION VIEW 12" MIN. NEW GATE VALVE INSTALLATION DATE: 2o DES: AJS SCALE: NONE SHEET NO. 1 OF 2 D: SEM T. DATE: WT -10 r.° APP: r Agreement No. 5966 WATER (D T M Mr, 4 i ITEM MATERIAL PAINT SCHEDULE TRAFFIC RATED CAST IRON LID (SIGMA VB 4884. OR APPROVED EQUAL), CAST WITH THE WORD CONDITION Y COLOR VATER', AND PAINTED PER PAINT SCHEDULE, MAIN LINE VALVE CAPS 02 PARKWAY GRADE OR A.C. PAVED SURFACE! FLUSHOUT, AIR RELIEF DETECTOR, CHECK, SAIL BLUE (RUST-OLEUM #7724) ADJUSTABLE GALVANIZED VALVE CAN AND LARGE METER VALVE CAPS NORMALLY CLOSED VALVE CAPS 8' DIP OR PVC EXTENSION VALVE RISER" ry BLUE/RED (RUST-OLEUM #964) ZONE VALVE CAPS GATE VALVE PER WT -10 (SHEET NO. 1) FIRE HYDRANT VALVE CAPS BLUErYELI-OW (RUMLEUM #944) URBAN TREATED RUNOFF PURPLE (RUST-OLEUM #) PERMANENT PAINT No. PENDING WHEN VALVE BOX ySTO BE PLACED INA NON -PAVED AREA, CONTRACTOR SHALL CONSTRUCT' x 2'x 4"A,C. PAD AROUND THE VALVE CAN. EXTENSIONEND UP TO 3" BELOW FINISHED SURFACE, DATE No, REVISION I NOTE BY ADJUSTABLE VALVE CAN WITH CAP IN AG PAVEMENT ORIGINAL DRAWING ISSUED AJS APPROVED By DATE: 2a DES: AJS SCALE: NONE SHEET NO. 2 OF 2 D: SEM T: DATE: WT -1 0 Water Pxwerces Eoginw APP: Agreement No. 5966 1 -1 18" 6" SIDEWALK ITEM i MATERIAL ITEM MATERIAL CD AIR RELEASE AND VACUUM VALVE (A.R,I.) I T! 2' BRONZE CORPORATION STOP, M.I.P.T. x COMP. 02 POLYETHYLENE AIR RELEASE VALVE ENCLOSURE, NOTE I le (SIZE) x 7 F.I.P.T SERVICE SADDLE 2' x 1-117 PVC NIPPLE 911 WATER MAIN 2" BALL VALVE F.I.P.T. x F.I.P.T. 12 18"DUCTILE IRON, OR PVC, PIPE EXTENSION 5) 2"x 12" BRASS NIPPLE WITHIN 2"x 10 BLACK FOAM SLEEVE 13 VALVE BOX PER WT -10 2' BRASS COUPLING WITH SOLDER COUPLINGS 42"x 30" x 6" THICK CONCRETE SLAB '4 2' COPPER PIPE TYPE "K", SOFT, ENCASED IN POLY WRAP C 4 15 COLD JOINT STRIP T21' BALL VALVE WITH TEE HEAD, C x C SOLDER JOINTS OR F.I.P.T. x F.I.PiT. NOTES: 1. INSTALL ENCLOSURE PER MANUFACTURER RECOMMENDATIONS 2. WHERE SIDEWALK EXISTS, AIR AND VACUUM VALVE ENCLOSURE TO BE PLACED AT BACK OF CURB FACE. 3. IF NO SIDEWALK, AIR AND VACUUM VALVE ENCLOSURE TO BE PLACED AT 24" FROM ADJACENT PROPERTY LINE. 4. ALL SERVICE LATERALS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT (NORTH TOWN POLY WRAP - C„ OR APPROVED EQUAL). DATE NO. REVISION I NOTE BY TO MAIN 15. - CURB FACE, SEE NOTES 1 -INCH & 2 -INCH AIR AND VACUUM RELEASE ORIGINAL DRAWING ISSUED AIS APPROVED BY DATE: 20 DES: AJS SCALE: NONE SHEET N0. 1 OF I D: SEM T.DATE: WDwrR4sour=Enpjasgr c: APP: WT -1 1 01, _4 NOTES 1) DIM'S ;t 1/8" U.N.O. 2) LID MATERIAL HOPE 3) BODY MATERIAL: LUDFE 4) WALL THICKNESS: 3/j8' MINIMUM 5) I.W.A. = INSIDE WORK AREA 224 E� NO RIM I '7 I Agreement No. 5966 oar w, WB I WIDE BODY SERIES tc I CONCRETE SERIES 1 GRAY COLOR — PMS 414C 12' BODY DEPTH LID KEY A I GRAY COLOR — PMS 414C 4•.:.. BOD d. 11 KISS OFF DETAIL SECTION A -A A 3. f DFW PLASTICS, INC. ENGAGES IN ONGOING RESEARCH AND CONFIRM METER BOX AND LID WITH DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS. WATER RESOURCES METER SHOP AT THEREFORE, DFW PLASTICS, INC, RESERVES THE RIGHT TO (310) 524-2745 PRIOR TO PURCHASE. CHANGE PRODUCT OR SYSTEM SPECIFICATIONS WITHOUT NOTICE. DATE NO. REVISION/NOTE BY TO BE USED EOR - f 314 -INCH & 1 ANCH METERS ORIGINAL DRAWING ISSUED IAJS APPROVED BY DATE: 20 DES: AJS SCALE: NONE SHEETNO. I OF 3 D: SEM T: DATE: WT -12 wxen Eqinoer C: APP' il 2 WALL �- DFW65C-4-LID DFW65CH4.-14-BODY CONFIRM METER BOX AND LID WITH WATER RESOURCES METER SHOP AT (310) 524-2745 PRIOR TO PURCHASE. DFW PLASTICS,, INC. ENGAGES IN ONGOING RESEARCH AND DEVELOPMENT To IMPROVE AND ENHANCE ITS PRODLICTS, THEREFORE DFW� PLASTICS, INC. RESERVES THE RIGHT TO CHANCE PRODUCT ORSYSTEM SPECIFICATIONS WITHOUT NOTICE. DATE NO. I REVISION )NOTE ORIGINAL DRAWING ISSUED APPROVED BY: Poo=si Agreement No. 5966 BODY KEY 4= HEAVY WALL, 1 /2' LID KEY H 9GRAY COLOR Nala I DWS t *9/8** uJ4.0, 2) LID MATERIAL! HOPE 3) BODY MATERIAL: LLDPE 4) WALL TH;CKNESS! 1/2" MINIMUM 5) e,NY,A, = INSIDE WORK AREA DFW65CH4-14-4 1-w - 18.314" By TO BE USED FOR: 1 -1/2 -INCH & 2 -INCH METERS DATE 2o DES: ASS SCALE: NONE SHEET NO. 2 OF 3 D: SEM T. DATE: WT -12 C: APP: I Agreement No. 5966 DFW1730C4-LID 37' LID KEY 14 ? GRAY COLOR DFW1730FH4-12-4 DFW1730PH4-12-BODY NOTES OnV PLASTICS, INC, ENGAGES IN ONGOING RESEARCiH AND 1) DIM'S ;L 1/8* U.N.O. DC<LOPMENT 70 IMPROVE AND ENHANCE ITS PRODUCTS. 2) LID MATERIAL: HOPE WITH THEREFORE, DF%V PLASTICS, INC, RESERVES THE RIGHT TO 3) BODY MATERIAL; LUDPE CONFIRM METER BOX AND LID CHANGE PRODUCT OR SYSTEM SPECIFICATIONS INffHOUT NOTICE. 4) WALL THICKNESS- 1/2" ± 5% WATER RESOURCES METER SHOP AT 5) I.W.AL = INSIDE WORK AREA 3 10) 524-2745 PRIOR TO PURCHASE. DATE NO. RWSIONINOTE By TO BE USED WITH MANIFOLD TYPE METER INSTALLATIONS ORIGINAL DRAWING ISSUED A4 APPROVED BY; I DATE: 20 DES: AJS SCALE., NONE SHEET NO. 3 OF 3 D: SEM T.. DATE: WT -12 We'ef Resomes Eng'*ef C: APP: I METRON-FARNIER SPECTRUM 30D AND 3008 - 5/8" X 3/4" METRON-FARNIER SPECTRUM 50DL 7- P114 DATE NO. APPROVED BY: + 1,12 175 A -A 7.6 ,F7-- dlillllft':!� rfbi p3=qT I "114 NPSMI --L 5.375 5.375 REVISION I NOTE ORIGINAL DRAWING ISSUED Water Resources Eronw Agreement No. 5966 N'3,5d 53 414 5.9 S.I BY 518"x3/4" & 1" WATER METERS AJS DATE 20 DES: JEP SCALE: NONE SHEET NO. 1 OF 3 D: TPF T: DATE: G*- APP: I WT -13 METRON—FARNIER SPECTRUM 88DL— 1.5.' I" NPT test part ---•1 6.2" 13" a - z Hex. 2-1/4!' METRON4ARNIER SPECTRUM 1300 — 2" 193.09 [0.561 [3Aaj Agreement No. 5966 1-11Z'AWWA iv,10-bolt elliptical flange z CV k "00 NOTES: THE SPECTRUM 130D COME IN A LAY LENGTH SHORTER THAN THE STANDARD AWWA LENGTHS, BRASS SPOOLS AND ADAPTERS ARE AVAILABLE TO ACCOMMODATE COMMON FLANGED AND THREADED LAY LENGTHS. [9.7e, 24= 1-1/2... 11-112 NPT internal pipe `":reads ?" MFTFRS; OPTIONAL BRASS SPOOL PIECES CAN PROVIDE 15.25" AND 17" LAY LENGTHS. Brass spool pi"Hce required to adin lk industry Standard is length DATE NO. REVISION / NOTE By 1-112" & 2"WATER METERS ORIGINAL DRAWING ISSUED i AJS APPROVED BY: DATE: 20 DES: JEP SCALE, NONE SKEET NO. 2 Of 3 D: TPF T. DATE: 'r_ Rewjta Erom�- ` C: APP: WT - 13 METRON—FARNIER SPECTRUM 175D (3") Agreement No. 5966 1" *SPT test port 0 NOTES: ALL D MODELS HAVE INTEGRAL FLANGES AND OFFER MULTIPLE BRASS SPOOL/ADAPTER, OPTIONS FOR STANDARD AWWA LAY LENGTHS. DATE NO. WASIONINOTE BY 3" WATER METERS ORIGINAL DRAWING ISSUED AJS APPROVED BY DATE: zo DES: SCALE: NONE SHEET NO. 3 OF 3 I d DATE: WT -1 3 auatRwamum Ervgrnc�r C: APP. Agreement No. 5966 Albertville Plant phone: 256-878-7930 956 Industrial Blvd. fax: 256-891-6217 L =LE R Albertville, AL 35950 muellercompany.corn PRODUCT SPECIFICATIONS JONESO J6000 SERIES WET BARREL BREAK CHECK GENERALCLASSIFICATION —JONES J6000 SERIES BREAK CHECK: 3..1 Suitable for general waterworks service 1.2 Use with wet barrel hydrants and closes with inlet pressure when hydrants are struck 1.3 Features a replaceable Traffic Flange at the ground line 1.4 Manufactured with ANSI/NSF 61/372 compliant components 2. SELECTIVE SPECIFICATIONS (TO BE SELECTED BY CUSTOMER) 2.1 Break Check Flange — Number of Bolts, Bolt Circle and holes size 2.1.1 6 Bolt Inlet Connections: 2.1.1.1 9.38" (9-3/9") Bolt Circle, 0.75" (3/4") Dia. 2.1.1.2 9.5" (9-1/2") Bolt Circle. 0.875" (7/8") Dia_ 2.1.2 8 Bolt Inlet Connections: 2.1.2.1 9.5- (9-1/2") Bolt Circle0.875" (7/8") Dia. 2.2 Traffic Flange — Number of Bolts, Bolt Circle and holes size 2.2.1 6 Bolt Inlet Connections: 2.2.1.1 9.38- (9-3/8") Bolt Circle, 0.75" (3/4") Dia. 2.2.1.2 9.5" (9-1/2") Bolt Circle. 0,875" (7/8") Dia. 2.2.2 8 Bolt Inlet Connections: 2.2.2.1 9.5- (9-1/2") Bolt Circle0.875"* (7/8") Dia. 3 WORKING AND TEST PRESSURES 3.1 Standard working pressure is 350 psi 3.2 Production testing is at twice rated pressure (700 psi) 4 DESIGN FEATURES 4.1 Overall Height — 3.75" (3-3/4") 4.2 Light Weight — 35 Lbs., ergonomically friendly 4.3 Heavy Duty Construction — Ductile Iron and Stainless Steel structural components 4.4 Corrosion Resistant — Ductile Iron Body is E -Coated for long life 4.5 Reduced Water Loss — Uses less water than other designs 4.6 Tell -Tale Design — Mist of water clearly visible when hydrant is struck 4.7 Safer Design — Mist less likely to cause property damage and reduces safety concerns over water column designs 4.8 Traffic flange — breaks cleanly upon impact, yet strong enough for normal handling, shipping, and use. Permits full 360 -degree rotation of hydrant to position nozzles in any desired direction 4.9 Self -Resetting — Gravity drops Lever Arm back into place once water flow is stopped MUELLER' I ECHOLOGICS- 1 HYDROGATE10 I HYDRO-GUARDM I JONESP I MI-NE1- !I MILLIKEND I PRATT- I SINGERD I U.S. PIPE VALVE AND HYDRANT F 1312314!18 Agreement No. 5966 Page 2of2 4.10 Low Pressure loss — < 2.5 psi at 1,000 gpm 4.11 Easy to Install — Installs in minutes with common tools 4.12 Low Maintenance — Few moving parts and robust design 4.13 Operation — Does not affect normal hydrant use 4.14 Minimizes Water Hammer — reduces impact on infrastructure 4.15 Flexible Design — works with hydrants with an inside diameter of 6.625" (6-5/8") or less MATERIAL SPECIFICATIONS 5.1 Housing Body — Ductile Iron, ASTM A-536 5.2 Traffic Flange — Cast Iron ASTM A-126 Class B 5.3 Disc and Arm — 304 Stainless Steel 5.4 Guide Rod — 303 Stainless Steel 5.5 Gasket — EPDM 5.6 Washer — 304 Stainless Steel 5.7 NPTF Plug— 31.6 Stainless Steel J6000 SERIES BREAK CHECK -TAXES .!ONES CO WET BARREL BREAK CHECK ASSEMBLY J6000 S011es FLANGE X FLANGE SECTM A -A FULLY apm WW W FOLLOWING IMPACT, THE ONLY COMPONENT THAT REQUIRES REPLACEMENT IS THE TRAFFIC FLANGE. I THIS FEATURE REDUCES TIME, LABOR AND COST '' W ' REQUIRED TO RETURN HYDRANT TO SERVICE. * MANUFACTURED BY MUELLER Co. TO JAMES JONES SPECIFICATION. FEATURES: DUCTILE IRON, CAST IRON, BRONZE AND STAINLESS STEEL ' PROVIDES VISUAL TELL -TAIL WATER STREAM INDICATING CONSTRUCTION HYDRANT DAMAGE * REDUCED WATER HAMMER DUE TO SLOWER CLOSING ACTION OF VALVE ' AVAILABLE IN VARIOUS FLANGE BOLT HOLE PATTERNS ATTRIBUTED TO THE "TELL TAIL" WATER STREAM PRESSURE RELIEF. ` RETURN TO SERVICE BY REPLACING SAFETY FLANGE (NO DIGGING) ` EASY -TO -RESET DESIGN (NO SPRINGS) - 250 PSI RATED (TESTED AT 500 PSI) PARTS LIST: 1 'm PART NAME MATERIAL k' 0 PART NAME N MATERIAL 1 HYDRANT I OUCTIIE IRON ASTM A536 65-45-12 1S y 2 1', BODY DUCTILE IRON ASTM A536 65-45-12 16 �, . ... DISC 3041- STAINLESS STEEL ASTM A351 CF3 17 4 1 GASI(ET EPDM ASTM 6284 18 I 5 iLENER ARM 1304 STAINLESS STEEL ASTM A240 7-91 GUIDE ROD 1303 STAINLESS STEEL ASTM A404 A A582 20 1 7 TWnC FLANGE !GRAY IRON ASTM A126 CLASS B TI) S 16' – 18 BOLTS 316 STAINLESS ASME B122.1 22L OWER BODY ASTIA NE 1,CYANOAQR9AlE 23 0 1OCTITE 480IRON ADHES 248' 11 )POSMON BLOCK 304 STAINLESS STEEL. 25 ° l 12 0–RING R34 EPDM 26 I �FU1T GASKET EPDM 27' _ 14 28 I Approvols: Dote: LAST REVISED: 8,/30/19 1470 SOUTH VINTAGE AVE., ONTARIO. CA 91761 *PHONE (1��10) 5-8618 *FAX (Spp) 246-565 ' A'6YbVk41kJ.t" 4':M.M1NMb'dF';SLtipp� Albertville Plant 956 Industrial Blvd. Albertville, AL 35950 36000 SERIES BREAK CHECK TRAFFIC FLANGE INSTRUCTION Agreement No. 5966 phone: 256-878-7930 fax: 256-891-6217 muellercompany.com WARNING: Before attempting any repairs, working on, or disassembling the Hydrant (including removing any bolts(s) holding the Hydrant together), shut off service oate valve to isolate Hydrant from main water source. Failure to shut off gate valve to isolate Hydrant from main water source can result in serious bodily injury. EQUIPMENT AND TOOLS NEEDED: • PPE --- Hard hat, safety shoes, safety vest, safety glass, work gloves • Repair Parts — Jones Traffic Flange Kit MTools — Appropriate wrenches, lubricant REPAIR INSTRUCTIONS 1. Remove Traffic Flange Bolts and Nuts from Hydrantand discard. 2. Discard broken Traffic Flange pieces. 3. Inspect Hydrantand J6000 Bodyfor damage; clean sealing surfaces. 4. Inspect internal components (Lever Arm, Disc, Guide Rad and Position Block) for damage and replace if necessary 5. Make sure LeverArmsare seated in 36000 Bodypockets INSTALLATION INSRUCTIONS 1. Install 0 -ring provided in the Traffic Kit in Body O -Ring groove 2. Place Hydranton 36000 Body, rotate Hydrantto desired direction. 3. Install Traffic Flange Bolts in Hydrant Flange 4. Place Traffic Flange halves and thread on Traffic Flange Nuts 5. Torque Nuts to 70-90 ft. -lbs. 6. Check for leaks by removing nozzle cap from tap nozzle and slightly open nozzle valve. Slowly open the service gate valve. When air is evacuated from hydrant, water will come out the nozzle. Close the nozzle valve and fully open the service gate valve. Check for leaks at all joints paying close attention to repaired joints. MUELLER" I ECHOLOGICS" HYDRO GATED I HYDRO -GUARDS 1 JONESS 1 Mi.NEr- I MILLIKEN° I PRATE° 1 SINGER" 1 U.S. PIPE VALVE AND HYDRANT F i3= WiS GUIDE VZOD .VF W4( 'grric PL Agreement No. 5966 page 2 at 2 BO U I,F-qEp, PIRM 51JEr-1.9 SOLT,% POSVVJON SljoCK J N ii OA N E 561* 0 a MUELLER brand Ri 0, , a= r Agreement No. 5966 JA A010�1 H '77F 'V� U, 40 2 MUIELLIER Agreement No. 5966 Designed for ease of installation and superior infrastructure protection, the Jones J6000 Break Check provides "Install and forget" passive protection. When struck by a vehicle, the J6000 closes automatically minimizing property damage and water loss. The J6000 emits a mist of water providing notification an accident has occurred, > 35o psi rated � AWWA C55o compliant 10- All Ductile Iron and Stainless Steel construction 0- No orifices in Body, avoiding leak paths b- 36o" Hydrant Rotation � Back in service quickly after impact 1"' 3-314" Tall b-- Weighs on less than 30 lbs. HYDRANT TRAFrIC i;:S BOLT NUT O-RING For rnivre,aionuadoa aboutiopes w2ter, ,?rodttcts,pkasevi5itio.rieswaterproduc,s.cor,70rcallJonescustomerseMceati.goo,423.i3z3. %^m-krMeff, * Nit :)'rM0'Q or PromcivIc 'Z sub541,M5, LPN; and COO Of rH,,,odwdQwm*nt t�rp:j,ts -,Sen pcm!q Vr*d11q%;M4To;r,1e$ t't""'p tsm �ct pf�v-do Products ves,:tbk Ur, AR, RgKV, Ai;spmjd T"* v�wM14'%' �C;*s andmw�% ddPxiTd Jvt Y6 dulaMtmr, Tt t.".@ prc�,Pry oP t ii'Mu'Wrg. its 61"Ant"'s Or Otftr third paroct, ftvvls IbV-Vnw ked '14: th Z Wtr:6 VjTbS 0) Ve %bb*z toqatvu or patern appleAtons, Fair detids. ne5e. ELLER IM��j Y LEVER ARM BOLT GUIDE \ ROD POSITION DISC BLOCK i;:S BOLT NUT O-RING For rnivre,aionuadoa aboutiopes w2ter, ,?rodttcts,pkasevi5itio.rieswaterproduc,s.cor,70rcallJonescustomerseMceati.goo,423.i3z3. %^m-krMeff, * Nit :)'rM0'Q or PromcivIc 'Z sub541,M5, LPN; and COO Of rH,,,odwdQwm*nt t�rp:j,ts -,Sen pcm!q Vr*d11q%;M4To;r,1e$ t't""'p tsm �ct pf�v-do Products ves,:tbk Ur, AR, RgKV, Ai;spmjd T"* v�wM14'%' �C;*s andmw�% ddPxiTd Jvt Y6 dulaMtmr, Tt t.".@ prc�,Pry oP t ii'Mu'Wrg. its 61"Ant"'s Or Otftr third paroct, ftvvls IbV-Vnw ked '14: th Z Wtr:6 VjTbS 0) Ve %bb*z toqatvu or patern appleAtons, Fair detids. ne5e. ELLER IM��j Y Agreement No. 5966 City of El Segundo Water Facilities Approved Materials List Agreement No. 5966 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. ITEM IDESCRIPTION tf��NUFA URER/MOD1-1 EL . .. . .. ..... . .... AIR/VACUUM VALVE greater Epoxy coated/lined. Stainless steel hardware/ ARI D-060 or ARI D-040 than 2-4nch PVC AIR/VACUUM VALVE ABOVE Air-VaCajrn Valve Assembly. "Valve Box" for Pipeline Products VCAS 1830 4", Color shall be Granite 1-2 GRADE ENCIJOSURE belowgrade components Pipeline Products VCAS 2436 6-8 inch, Colorshall be Granite Mueller 9-24258 N-3 ;ANGLE METER STOPS 1 -inch - V Bronze Angle Meter Stop (Ball Valve) with 90 Mueller B-24255 N-3 13 Compr. x Swivel Meter Nut, Degree Lock Wing, Compr.(Flare) x outlet Swivel Flare. x Swivel Meter Nut Meter Nut lJones E-1963 WSG L/S Jones E-1964 W L/S Mueller B-24276 N-3 1-4 ANGLE METER STOPS 2 -inch - Compr.x Meter Fig, Flare. x 2" Bronze Angle Meter Stop (Ball Valve) with 90 Mueller B-24286 N-3 Meter Fig Degree Lock Wing, Compr. x Outlet Meter Flange Jones E-1975WSG L/S Ions E-1974WSG L/S Reduced Pressure Principal Type Assemblies; List of Approved Assemblies by USC Foundation for Cross - 1 -5 BACKFLOW PREVENTER (R.P.) Double Check, Valve Detector Assemblies for Fire Connection Control And Hydraulic Institute. Sprinkler Systems 1" and 2" BALL CORPORATION, Bronze Compression x MIP Thread Sall Valve 1- Mueller 8-25028 N 1-6 STOP, MIPx Compression 4nd 2' Full Opening, Ball Corp. and Saddle shall be constructed by same manufacturer. JonesE-1935SG 17 Inline BALL Halves, FIP x FIP FIP (NPT) Sall Valve Mueller 9-202()0-N - 3 (1" - 2") Fittings required to connect ball valve to various Mueller H10890N 1-8 Meter Fittings meter sizes, Swivel end, flanged end Mueller MI6889DON Mueller H10129N T316 SS Hex Bolt 1-9 BOLTS AND NUTS Bolts and nuts shall be 316 Stainless Steel T316 SS Hex Nut T316 SS Hex Washers Agreement No. 5966 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. ITEM ]DESCRIPTION IMANUFACTURER/MODEL 1/4" Thick Styrene Butadiene Rubber Sheet End fAlvanced Products & Sys. SeaL Use 1"Wide Stainless Steel Bands. Zippered 2-1 CASING END SEAL Cascade CatOcot End Seals with Stainless, Steel Bands may also be g Romac,501, XR S01, Macro HP used. Pipeline Seal & Insulator PVC, D1, or Steel Pipe. Proper coupling shall be Powerseal Stainless Steel Casing Spacer, Center Restrained, Advanced Products &Sys, �Cascade Position Type calpico 2-2 CASING SPACER with PVC Liner and Non-metallic Anti -friction lPipeline Runners Seal & insulator couplings for each type of connection 1Pcii (Raychem . 2-3 Chlorine 2-4 COATING, X4,AT5RPROOF I 2-6 COUPLING, TRANSITION FLEXIBLE 2-7 1 COUPLING, TRANSITION RESTRAINED 2-8 FLANGED COUPLING, 1ADAPTERS RESTRAINED 7 i 2-9 FITTING, PIPE RESTRAINT 2-10 SEND, BURY, DUCTILE IRON 2-15 EPDXY AOHCSIVE 3-1 IFIREHYDRANT Sodium Hypochlorite Solution. Per City Specifications i Epoxy Resin Based Cemetous Trowel Grade Sika Top Seal 107 protective, waterproofing for concrete STO CR 241 4" and Larger Steel or Ductile Iron Construction, I Ford FC1, FCZA, FC2W Slip x Slipt, Epoxy Coated with 304 or 315 g Romac,501, XR S01, Macro HP Stainless Steel Bolts and Nuts. For useon AC, licm 215 Long 01 Coupling Cat, No. 215-0905 PVC, D1, or Steel Pipe. Proper coupling shall be JSmith-Blair 441-442, 461 used for each type pipe JJCM 210 DI Coupling EBAA Inc. Series 3800 I For use on AC, PVC, 01, or Steel Pipe, Contractor Smith-Slair 473 shall be responsible for providing the proper couplings for each type of connection IJCM 241 or 242 with JCM 630 AC Pipe I ESAA Inc. Series 2100 Romac RFCA for PVC Pipe EBAA Inc. Series 13.00 (Ductile tion) Mechanical Joint and PushoutJoint Restraint AW WA PVC and Ductile Iron Pipe Field Lok Gaskets 'Star 6* Ductile Iron Bury Bends, Long Radius, Fig x lsMgrna li (Use of Short Radius Bury Bends With City I Tyler Engineer Approval Only) Clow 'South Say Foundry H'tgh-modulus, Low V`icosity, Epoxy Resin Based SgkaSikadii Adhesive suitable for Grouting Bolts or Dowels Slka Slkadur 35 16" Standard 150 PSI Wet Barrel Ductile Iron FireICIOW20 1 so, Clow 2065 CITY OF EL SEGUNDO APPROVED MATERIALS UST FOR Agreement No. 5966 USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. ITEM IDESCRIPTION JMANUFACTURER/MODEL 3-2 File Hydrant Check Valve Fire Hydrant Check Valve Clow LBI 400A or Mueller J6000 3-3 FIRE HYDRANT, 200 PSI or Project Specification Submittal Required Higher Flanged, mechanical, Joint or Push -on Tees, Griffin Bends, Crosses, Recucers, Adapters, etc-, for caappco/sigma 3-4 PITTING, DU�71LE IRON Water Lines 4" and larger. Manufactured per AW WA 0110 and C153. Double Cement Mortar Star Lined. �Tyler 3.7 Not Used IUS Pipe Full Face Flange-Tyte Gasket JCalpico Agreement No. 5966 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES Garlock 3000 1/8" Thick Full Face or Ring, Aramid Fiber Bound Johns -Manville 3-6 GASKET with Nitrile. No Asbestos Content (KEEP NSF 61 Klinger 4401 'approved gaskets) PSI NSF Approved 17ripac ZOOO Tripac 5000 For Water Lines 100mm (4") and larger JM Clipper Gaskets 660 and 890 4-9 PIPe, DUCTILE IRON manufactured per AWWA C111 C115, C1501 JUS Pipe Flange-Tyt, Gasket Rubber Ring Type with Stainless Steel Locking Griffin 3-7 GASKET, JOINT RESTRAINT Segments Vulcanized into the Gasket. Fur use on US Pipe Field Lok 350 PVC Carrier and Casing Npes. U.S. Pipe 3mm (1/8") Thick, Rubber Ring Type, 1,72 Mpa CalpiCO 3-8 GASKET, RUBBER RING (250 PSI) Maximum. For 100mm (4") through 'Johns -Manville ENCASEMENT 900mm (36" Pipe Flanges us Pipe For Solt Corrosion ProteCtton On Buried Bolts, 19anchern NO -OX -10 3-9 GREASE NO.OXAD Type Dearborn Chemical JOINT SEALING COMPOUND, For use on Pre -cast Vault and Manhole in Quirkset Joint Seating 3-12 PLASTIC RODE Grooved Joints between sections Compound Rubber Gasket Pipe Lubricant for use on PVC or Whitlarn Blue Lube 3-10 LUBRICANT, PIPE GASKET ductile Iron Pipe Joints, NSF LiZag required, Phoenix 3.11 METER Supplied by Contractor Per City Soeeification. Matron Farmer V Metr or smaller - eter Box -15-1/4" x 2T'xiBrooks 37MG 4.1 METER BOX AND LID 11-3/4"e(InddentaVAlMley) AR Concrete Products: No.W4-1/2 Brooks 38MB 1.1/2" to 2" Meter - Meter Box -18-3/4" x 30- 4-2 METER BOX AND LID 3/8" x 13-1/2" (Incidental/Alley) J&R Concrete Products: NoNUS-1/4 DFW: DFW65CH444-4 +o Lie, usea vvltn manlloto Type Meter 4-3 METER BOX pND LID Installations - Meter Box -15-3/16" x 37" x 12- DFW; DFW1730FH4-12-4 3/4" 0nrjdCntaIjjIIi-vl 4.4 PAINT Valve Box Lids Prime Coat required on all above Sinclair Gloss Enamel Blue ground metal surfaces Fire Hydrants 4.5 PAINT Prime Coat required on all above ground metal Yellow (2 coats) surfaces Backflow Assys & Vent Pipes, Meters, Regulators, 4-7 PAINT Vault Piping, Air Valves. Prime Coat required on Sinclair Gloss Enamel Blue all above ground metal surfaces (use Tnemec Cerro 1" Type K Soft Seamless rolled Tubing Halstead 4-8 :PIPE, COPPER TUBING 2" Type K Soft Seamless Straight Lengths V and 2" Type K Rigid Seamless Straight Lengths Lee Mueller Phelps -Dodge For Water Lines 100mm (4") and larger American Pipe 4-9 PIPe, DUCTILE IRON manufactured per AWWA C111 C115, C1501 CISI. Double Cement Mortar Lined Griffin Pacific States U.S. Pipe Thick Polyethylene Encasement Sleeve for 5-1 PLASTIC Ductile Iron Pipe (DIP) per AW WA 0105 and Northtown-Polywrap ENCASEMENT Recycled PVC, CMC/L, or DIP Non -Purple Water Pipe. Clear Sleeve for Potable Water 8 -mit Thick Polyethylene Encasement for Buried CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR Agreement No. 5966 USE ON CONSTRUCTION OF POTASILE WATER FACILITIES -5-2 PLASTIC WRAP 'Fittings and Valves — Double Wrap Clear Sleeve Northtown-Polywrap for Potable Water 1 1 5-3 JService Piplal Wrap Polywrap for service lateral piping Northtown Polywrap -C Surface Primer for Underground Applicationof Carboline Denso Paste S_4 PRIMER, WAX TAPE Petrolatum Wax Trenton Tern -Coat Tape Agreement No. 5966 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES Round or Square 1-1/2" Diameter SS Rod, 6-6 VALVE STEM Welded Construction, with Top Centering Ring 'Pipeline Products SX -908 EXTENSION SS and AWWA Z" Operating Nuts Top and bottom. Use when extension longer than 8 foot Ford $11-233WW-NL 6-7 VALVE, BALL WITH 3/4'8ronte, Straight, FIP x FIP with Locking Tabs JonesJ-1900W LOCKING TABS and Handle 3J4" Mueller 8 2020()N AY McDonald 76101W VALVE, BUTTERFLY 18" and Larger, AWWA C504, Class B. M&H 1450,4500 6-8 150 PSI Thermosetting or Fusion Banded Epoxy coated and Lined. Class D or E Flange x Flange Ends Jones 1-979 Cast Brass ASTM B62 Body with Silicone Bronze Smith-Blair323 SERVICE SADDLE FOR Double Straps, IP Outlet Sizes 25mm (I") and 5-5 ACP AND DI PIPE Somm (T'). Sall Corp. and Saddle shall be Roma c 2028 constructed by same manufacturer. Mueller BR28 I" Diameter, 18 Gauge Brass with 3/16" Oie Ford 20295 TAG' BRASS Stamped Letters and Numbers, Suitable for 5-11 IDENTIFICATION Attachment to Cathodic Protection Wires by JonesJ.969 means of a Nylon Zip Tle. Romac 202N Petrolatum Adhesive Plastic Outer Wrap for Wax P etro Po{ en 960 5-6 TAPEOUTER WRAP , Ta Tape in 5 derground Applications Trenton Polyply 10 to 50 Mil x 2"' Wide General Utility Tape for I Calpico 5-7 IL LTAPE, UTITY Corrosion Protection of Above and Below Ground Nes 13M 50, 51 6" Wide, Warning/identification (Non -Metallic) Calpico,Type I Marking Tape for Buried Facilities With TAPE, WARNING/ Contbnuous Warning "Caution Water Main Line -Tec, Type B 6-1 IDENTINCATION Buried Below" or "Caution Treated Urban Run- T.Chrtsty Eng., Type I Off Water Buried Below" Tape for Recycled Terra Tape, Standard 250 Water shall be Yellow with Black Lettering The,, ElastTec ,Northtown Calpicojype I Line-TecTVpe 8 TAPE WARNING/ 3" Wide, Warning/identification (Non-Metal"c) TIChristy Eng., Type 1 IDENTIFICATION FOR Narking Tape for Buried Irrigation Pipelines. 2 RECYCLED Purple Color with Continuous warning Caution Terra Tape, Standard 250 IRRIGATION Reclaimed Water Main Buried Below" Thor, Elast Tec Northtown Round or Square 1-1/2" Diameter SS Rod, 6-6 VALVE STEM Welded Construction, with Top Centering Ring 'Pipeline Products SX -908 EXTENSION SS and AWWA Z" Operating Nuts Top and bottom. Use when extension longer than 8 foot Ford $11-233WW-NL 6-7 VALVE, BALL WITH 3/4'8ronte, Straight, FIP x FIP with Locking Tabs JonesJ-1900W LOCKING TABS and Handle 3J4" Mueller 8 2020()N AY McDonald 76101W VALVE, BUTTERFLY 18" and Larger, AWWA C504, Class B. M&H 1450,4500 6-8 150 PSI Thermosetting or Fusion Banded Epoxy coated and Lined. Class D or E Flange x Flange Ends Agreement No. 5966 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES • DESCRIPTION IMANUFACTURER/MODEL Mae; Mescal III I iPratt Groundhog 1811 and Larger, AW WA C504, Class B. I M&H 1450. 4500 (Class 250) 6_9 BUTTERFLY Thermosetting or Fusion Bonded Epoxy coated I Mueller Uneseal XP 250 250 PSI and Lined. Class D or E Flange x Flange Ends lPrattTiriton HP -250 � kVv6ll — , ww 4.1,c of vl= Mueller 2852 (AVVWA C509), Mue0er 2361 (AWWA C51_511 VALVE, GATE, Stem, Ductile Body and Bonnet, encapsulated &10 RESILIENTWGE Wedge per AWWA C509 Epoxy Coated Interior. (RWGV) valves larger than 12" shall be manufactured to PSI Kennedy 7-1 VALVE BOX for Gate Valves & Butterfly Valves, See Standard G05TTraffic Box 10-3/8!'I.D. x 12" by Chrlay/Oldcastle DwS W13, Lids shall be marked "Water" 7-2 VALVE BOX Normally Close Valve, Lids shall be marked GOST Traffic Box 10-3/8" I.D. x IX'by Christy/Oldcastle "Water" 7-3 VALVE BOX V Blow Off or Manual Kir Releases. See GOST Traffic Box 10-3/8" I.D. x 12" by Christy/Oldcastle Standard Dwg WS, Lids shall be marked "Water" 7-4 VALVE BOX 7-5 VALVE BOX 7-6 Valve Box Can Extensions i-7 'Valve Can Cover 7-8 WIRE, TRACER 7-9 WIRE, TRACER CONNECTOR 1 2" Slow Off or Manual Air Release. See Standard GOST Traffic Box 10-3/8" 1-0. x 12" by Christy/Oldcastle Owg W6 Lids shall be marked "Water" 4" Blow Off Assembly. GOST'Traffic Box 143/8" I.D. x 12" by ChristV/Dideastle Tyler Union RK Industries Sigma-VB4W-C114A0SBO1 Baron Cosberg Industries 4'14 AWG Solid Copper Wire, with Cross Linked 1pafge Polyethylene insulation. White or Yellow in Color Northtown Regency Wire Christy Direct Bury Silicone -Filled Capsule Tube with 3M DSR -6 Standard Wire Nut or Silicone -Filled Wire Nut jK1n94 Connectors for Tracer Wire Connections. King 5 licing (5 Agreement No. 5966 Project Plans Water Main Improvement on Indiana Street Agreement No. 5966 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT WATER IMPROVEMENTS ON INDIANA STREET GENERAL NOTES: PROJECT PW 20-04_ µ u�rvunn o».,,. r 'A � l V( rl t TIYO' ^ I K ri IT: T� jtl PROJECT LOCATION MAP UNDERGROUND STRUCTURES: g, .1, .. ... ...... CITY OF EL SEGUNDO 'I", 71'111""In"�""�: " —, 4 Agreement No. 5966 f,f%pjIjZ W"AIP19-ON-M.-M, --A, lil", r ' 1 r a N rx},p4 J'N 4 � �::.) i � .d. � 1 !�� 'hY A. t .4 v Y!1� 114 t ...... ..... CITY OF ELSEGUNDO WNTER IMOROVEMUM Agreement No. 5966 a✓ � / 1, rUli ia� o d I i�M September 9, 2020 ADDENDUM NO. 1 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time are still Tuesday, September 15, at 11:00 am 2. Please use the attached revised bid schedule, titled "Bid Schedule (Revised 09/09/20)." The four page numbers have been changed. They begin on page I -C - 3a and end on page I -C -3d. Descriptions of Alternative Bid Items 16 and 17 have been clarified. Please submit all four revised pages with your proposal packages. 3. Please see this project's attached Supplement to Addendum 1 for contractor questions and the City's responses to them. 4. Please note the changes to the bid opening procedure listed in the Supplement. 5. Please see attached DIR News Release attached to this Addendum, to be applied to this project. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: Print Company Name: Page 1 of 1 Date: 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5966 BID SCHEDULE (REVISED 09/09/20) WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 Company Name: BASE BID ITEMS ITEM UNIT PRICE IN FIGURES AMOUNT NO. DESCRIPTION UNIT QTY 1 Mobilization/Demobilization LS 1 2 Traffic Control, Public Safety LS 1 and Convenience 3 Utility Potholing ( LS 1 4 Bracing and Shoring LS 1 Construct 10 -inch Ductile Iron (Class 350) Water Main including all Fittings and Appurtenances, Trench 5 Excavation, Pipe Bedding, Trench LF 1,050 Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings Construct 6 -inch Ductile Iron (Class 350) Water Main or Lateral including all Fittings and Appurtenances, 6 Trench Excavation, Pipe LF 80 Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings I -C -3a Agreement No. 5966 I -C -3b UNIT PRICE IN ITEM FIGURES AMOUNT NO. DESCRIPTION UNIT QTY ($) Construct 4 -inch Ductile Iron (Class 350) Water Lateral including all Fittings and Appurtenances, Trench 7 Excavation, Pipe Bedding, LF 150 Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and Markings Z� 8 Install 10 -inch Gate Valve and EA 4 Adjustable Valve Box 9 Install 6 -inch Gate Valve and EA 3 Adjustable Valve Box 10 Install 4 -inch Gate Valve and EA 3 Adjustable Valve Box Construct 1 -inch Water Service Connection and Connect to Existing Customer Service including all Fittings and Appurtenances, Trench Excavation, 11 Pipe Bedding, Trench Backfill, Trench EA 4 Resurfacing, and Temporary and Permanent Traffic Striping and Markings, Repair Existing Landscape Hardscape / Concrete In Kind I -C -3b Agreement No. 5966 UNIT PRICE IN ITEM FIGURES NO. DESCRIPTION UNIT QTY M Construct 2 -inch Water Service Connection and Connect to Existing Customer Service including all Fittings and Appurtenances, Trench Excavation, 12 Pipe Bedding, Trench Backfill, Trench EA 8 Resurfacing, and Temporary and Permanent Traffic Striping and Markings. Repair Existing Landscape / Hardscape / Concrete In Kind. Connect to Existing Customer Potable Piping and Existing Customer DCDA (Fire). Remove All Conflicting and/or Abandoned Piping. Furnish and Install 13 New 4 -inch Gate Valve and All LS 1 Required Ductile Iron Piping, Fittings, Appurtenances, and Supports per Detail "A" and the specifications. Repair Existing Landscape / Hardscape / Concrete In Kind Connect to Existing Water Main including all Pipe, Fittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, and Temporary and Permanent Traffic Striping and 14 Markings, Removal of Interfering EA 5 Portions of Existing Pipe and Valves, and Cutting and Abandonment of Existing Water Main(s) and Valve(s) as necessary. Repair Existing Landscape / Hardscape / Concrete In V Kind. I -C -3c AMOUNT M Agreement No. 5966 Alternative Bid Items (Determined by the City on as -needed basis) 15 Misc. Concrete Improvements SF 317 Cold mill and overlay top 2" asphalt concrete per specs for full width of the 16 project street to join final grade of SF 32364 resurfaced trenches, including , necessary valve and manhole adjustments, striping Type 11 Slurry Seal for full width of 17 the project street, including crack SF 35,496 sealing, vegetation removal, striping 18 Misc. Water Improvements LS I TOTAL BID ITEMS I THROUGH 18 TOTAL BID WRITTEN IN WORDS: All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. 1 G ge I -C -3d Agreement No. 5966 CITY OF EL SEGUNDO WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ADDENDUM NO. I SUPPLEMENT DATE: September 9, 2020 TO: All Prospective Bidders The following questions have been raised regarding this bid. The response to each question is provided here and made available to all prospective bidders. The information and clarification provided in this Addendum shall be considered as incorporated into the specifications for the above -referenced project. All other portions of Contract Documents and previous Addenda not specifically mentioned in this Addendum remain in force. Question 1: What are the approximate lengths of pipes for water/lateral? Answer: Please see the given quantities of Bid Items 5 through 7 on the revised bid schedule. Question 2: Are there portions to be bored? Answer: No. Question 3: Will the portions be directionally -bored or jack -and -bared? Answer: Not applicable to this project. Question 4: What are the lengths and sizes of the portions to be bored? Answer: Not applicable to this project. Question 5: How much is the project cost estimate? Answer: $530,500. Question 6: What will the resurfacing on Indiana Street include? Answer: All trenched areas include resurfacing within their respective bid items, per the project specifications and Appendix 4. Alternative Bid Item 16 resurfacing, if approved, will grind, PG -64-10 tack coat, pave with PG -64-10 hot mix asphalt, and re -stripe the portions of the street that are not included in the trench paving, including the Holly Ave./Indiana St. and Mariposa Ave./Indiana St. intersections. The alternative paving will join to the base bid trench paved T -cut areas. Activities will Agreement No. 5966 include traffic control, 2" -deep grind and pave, manhole and valve cover adjusting, and re -striping not already covered by the base bid. Alternative Bid Item 17 slurry seat, if approved, will perform needed traffic control, mechanically remove striping, remove interfering vegetation, crack seal, install Type II slurry seal and re -stripe the entire width of the street, including the Holly Ave./Indiana St. and Mariposa Ave./Indiana St. intersections. Question 7: Will T -sections have to be grinded? Answer: Yes, see Sheet WT -7 in Appendix 4. Question 8: Once the bids are turned in, does the project have to go back to Council? Answer. Yes, El Segundo City Council has to vote whether to award the project to the lowest responsive and responsible bidder. Question 9: For Miscellaneous Alternative Item 18, what is included in the alternative item? Should it be considered in the total amount of bid? Answer: Alternative Item 18 includes miscellaneous water improvements in or near the project area on the surrounding streets, if needed, on a time and materials basis. The specific items and costs will be discussed and agreed upon by the Contractor, City staff, and the Inspector at time of construction. The Contractor shall submit equipment and labor rate sheet to be approved before any construction begins. Yes, it should be considered in the total amount of the bid. Question 10: Will Smart Meters be installed? Answer: The City does not anticipate that any Smart Meter installation will have to occur on this project. However, the Contractor shall call any older water meters found on the project site to the Inspector's attention during construction. Question 11: What are the specific City guidelines for BIDDER to know it has acceptably seeked-out minority business enterprises? Do the MBEs have to be certified with a specific list of agencies? Answer: There is no DBE goal set for the Water Main Improvement project. Question 12: What is the minimum height for the invert of the City connection to the hotel DCDA? Answer: For ease of future maintenance the City intends to have the new City coonection to the hotel DCDA fireflow assembly either provide a 30" vertical Agreement No. 5966 clearance, or match the clearance height for the potable water service connection. The City will not change the existing height of its connection to the hotel potable water service RPDA assembly. There needs to be 12" to 30" of vertical clearance from the bottom of the test cock to the ground under the DCDA. Whoever is installing the vertical riser for the City's connection to the DCDA needs to take into account the outside diameter of the DCDA and the proJected length of the bypass test cock protruding from the bottom of the DCDA. SEPTEMBER 15, 2020 CHANGES TO THE BID OPENING PROCEDURE: City Hall is located at 350 Main Street, El Segundo, CA 90245. At this time it is uncertain which City Hall entry points will be accessible to the public when the building re -opens next week. Given that, please follow the procedure below for next Tuesday's bid opening: 1. Each bidder's representative is required to wear a mask and maintain a 6 -foot distance when interacting with City staff and others, and when they are inside the building. 2. Instead of the City Clerk's Office, the bid opening will be held either in the City Hall Council Chambers or in the foyer in front of the Council Chambers. These areas are accessible through the double automatic doors on the west end (Main Street side) of the City Hall Building. The double doors will be unlocked and opened 15 minutes prior to the bid opening. 3. Bidders are more than welcome to submit their bid by the US postal service or other carrier service. However, the bidder is resoonsible for verifvini, their bid has been received in the Citv Clerk's Office orior to the bid ooenina. The City Hall number is 310-524-2300. 4. Bidders can also choose to submit bids in person. The City Clerk's Office will open the doors 15 minutes before the bid opening and will accept bids at that time. Please plan to be there early enough so that your bid may be received well before 11:00 am, in case there are multiple bidders there to do the same thing. 5. The City Clerk's Office will collect bid packages and record them on a log sheet. Having submitted their bid, bidders will wait outside the double doors in the quad until the bid opening. 6. Bid packages will either be opened in the Council Chambers or in the foyer. Bid amounts will be recorded on the log sheet and the log sheet will be signed by representatives from the City Clerk's Office and the Public Works Department. 7. The Public Works Department will email the bid log sheet to all planholders shortly after the bid opening. ZIJWJ'rD'partment of 1� N E W S News Release No.: 2020-73 Agreement No. 5966 Date: August 24, 2020 DIR Posts Electronic Payroll Reporting Requirements for Public Works Projects That Use Ready -Mix Concrete The Department of Industrial Relations (DIR) is advising companies that use ready - mix concrete for public works projects of changes to the applicable payroll reporting requirements under the prevailing wage laws. The changes apply to public works contracts that were advertised for bid or awarded on or after July 1, 2016. Effective September 1, 2020, ready -mix concrete companies will be required to submit payroll online to DIR using its electronic certified Pavroil reoortina system. Please note that this requirement applies only to the certified payroll records required by section 1776(a) of the Labor Code. The separate written time records certified by ready -mix drivers do not need to be uploaded into the electronic certified payroll report system and are only required to be submitted to the Labor Commissioner's Office upon request. Assernblv Bill 219: governs concrete delivery on public works projects and became effective on July 1, 2016. The amendments added new section 1720.9 to the Labor Code, which provides: • A company hauling or delivering ready -mix concrete for a public works contract shall: o Register as a public works contractor. o Submit a certified copy of the payroll records required by subdivision (a) of Section 1776 to the party that engaged the company and to the Agreement No. 5966 general contractor within five working days after the employee has been paid, accompanied by a written time record that shall be certified by each driver for the performance of job duties. Nothing in section 1720.9 shall cause any company to be treated as a contractor or subcontractor for any purpose other than the application of this chapter of the Labor Code. Assembly Bill 219 does not apply to public works contracts that were advertised for bid or awarded prior to July 1, 2016. DIR's AB 219 Fact Sheet and FAQs contain more information on the requirements for ready -mix concrete work on public works projects. You 91 V The California Department of Industrial Relations, established in 1927, protects and improves the health, safety, and economic well-being of over 18 million wage earners, and helps their employers comply with state labor laws. DIR is housed within the Labor & Wor0orce Development Aoencv. For general inquiries, contact DIR's Communications Call Center at 844-LABOR-DIR (844-522-6734) for help in locating the appropriate division or program in our department. Agreement No. 5966 September 14, 2020 ADDENDUM NO. 2 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time have been changed to Tuesday, September 22, at 11:00 am 2. Please see this project's attached Supplement to Addendum 2 for contractor questions and the City's responses to them. 3. Please note the changes to the bid opening procedure listed in the Supplement. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: Print Company Name: Page I of I Date: 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5966 CITY OF EL SEGUNDO WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ADDENDUM NO.2 SUPPLEMENT DATE: September 14, 2020 TO: All Prospective Bidders The following questions have been raised regarding this bid. The response to each question is provided here and made available to all prospective bidders. The information and clarification provided in this Addendum shall be considered as incorporated into the specifications for the above -referenced project. All other portions of Contract Documents and previous Addenda not specifically mentioned in this Addendum remain in force. Question 1: Plans say construct 10" CL350 DIP installed per WT -11, WT -11 shows a 1" Air vac? Or should it read per drawing WT -7, WT -6 (Restrained Length Tables )? Answer: WT -11 was the trench resurfacing standard at the time this was designed (before the City revised the water standards. The following construction notes are changed to reference the current water standards, shown in Appendix 4 of the specifications: Construction Note 1: CONSTRUCT 104NCH DUCTILE IRON WATER MAIN, PIPE BEDDING, BACKFILL, AND TRENCH RESURFACING PER CITY STANDARD DRAWING NO. WT 11 WT -7. Construction Note 2: INSTALL 10 -INCH GATE VALVE AND ADJUSTABLE VALVE BOX PER CITY STANDARD DRAWING NO. 3A'T- 14 WT -10. Construction Note 4: CONSTRUCT 2 -INCH WATER CONNECTION PER CITY STANDARD DRAWING NO. `xA'T- 2 WT -1 AND CONNECT TO EXISTING CUSTOMER SERVICE WITH FITTINGS, REDUCERS, AND COUPLINGS AS REQUIRED. REPAIR/REPLACE EXISTING LANDSCAPE, CONCRETE, AND HARDSCAPE IMPROVEMENTS IN KIND. Construction Note 6: INSTALL 64NCH GATE VALVE AND ADJUSTABLE VALVE BOX PER CITY STANDARD DRAWING NO. x'-14 WT -10. Agreement No. 5966 Construction Note 10: INSTALL 4 -INCH GATE VALVE AND ADJUSTABLE VALVE BOX PER CITY STANDARD DRAWING NO. WqP 14 WT -10. Construction Note 3's reference to WT -1 remains the same. Question 2: Is the pipe to be Restrained with Field Lok Gaskets per Table WT -6? Answer: Yes, pipe joints are to be restrained per standard WT -6. Question 3: There is no bid item for the 8" Gate Valve? Answer: Include the costs associated with the 8" gate valve on Pine Avenue in Bid Item 14. Agreement No. 5966 SEPTEMBER 22, 2020 CHANGES TO THE BID OPENING PROCEDURE: City Hall is located at 350 Main Street, El Segundo, CA 90245. At this time it is uncertain which City Hall entry points will be accessible to the public when the building re -opens next week. Given that, please follow the procedure below for next Tuesday's bid opening: 1. Each bidder's representative is required to wear a mask and maintain a 6 -foot distance when interacting with City staff and others, and when they are inside the building. 2. Instead of the City Clerk's Office, the bid opening will be held either in the City Hall Council Chambers or in the foyer in front of the Council Chambers. These areas are accessible through the double automatic doors on the west end (Main Street side) of the City Hall Building. The double doors will be unlocked and opened 15 minutes prior to the bid opening. Bidders are more than welcome to submit their bid by the US postal service or other carrier service. However, the bidder is responsible for verifvhw their bid has been received in the Citi° Clerk's Office prior to the bill' o cog The City Hall number is 310-524-2300. 4. Bidders can also choose to submit bids in person. The City Clerk's Office will open the doors 15 minutes before the bid opening and will accept bids at that time. Please plan to be there early enough so that your bid may be received well before 11:00 am, in case there are multiple bidders there to do the same thing. 5. The City Clerk's Office will collect bid packages and record them on a log sheet. Having submitted their bid, bidders will wait outside the double doors in the quad until the bid opening. 6. Bid packages will either be opened in the Council Chambers or in the foyer. Bid amounts will be recorded on the log sheet and the log sheet will be signed by representatives from the City Clerk's Office and the Public Works Department. 7. The Public Works Department will email the bid log sheet to all planholders shortly after the bid opening. CITY OF ELSEGUNDO APPROVED MATERIALS LIST FOR Agreement No. 5966 USE ON CONSTRUCTION OF POTABLE WATER FACILITIES AIR/VACUUM VALVE greater Epoxy coated/lined. Stainless steel hardware/ ARI 0.060 or ARI D-040 1-1 than 2 -inch PVC AIR/VACUUI� VALVE ABOVE Air-Vaccum Valve Assembly. "Valve Box" for Pipeline Products VCAS 18304", Color shall be Granite 1-2 GRADE ENCUOSURE below grade components Pipeline Products VCAS 2436 6-8 inch, Color shall be Granite Mueller 8-24258 N-3 ANGLE METER STOPS 1 -inch - 1" Bronze Angle Meter Stop (Ball Valve) with 90 Mueller B-24255 N-3 1-3 Compr. x Swivel Meter Nut, Degree Lock Wing, Compr.(Flare) x Outlet Swive[ Flare. x5wivel Meter Nut Meter Nut (Jones E-1963 WSG L/S Jones E-1964 W L/S Mueller B-24276 N-3 ANGLE METER STOPS 2 -inch - Valve) 90 Mueller B-24286 N-3 I 1-4 Compr. x Mleter Fig, Flare. x 2" Bronze Angle Meter Stop (Ball with MeterFig } Degree Lock Wing, Compr. x Outlet Meter Flange Jones E-1975WSG L/S Jones E-1974WSG L/S Reduced Pressure Principal Type Assemblies; List of Approved Assemblies by USC Foundation for Cross - 1 -5 BACKFLOW PREVENTER (R.P.) Double Check, Valve Detector Assemblies for Fire Connection Control And Hydraulic Institute. Sprinkler Systems . i u Bronze Compression x MIP Thread Ball Valve 1" Mueller 8-25028 N 16 1" and 2' BALL CORPORATION and 2" Full Opening, Ball Corp. and Saddle shall STOP, MIP x Compression be constructed by same manufacturer. Jones E-1935SG 1-7 Intlne BALL Valves, F[P x FIP PIP (NPT) Ball Valve Mueller 8-20200-N - 3 (1" - 2") Fittings required to connect ball valve to various Mueller H1089ON I 1-8 Meter Fittings meter sizes, Swivel end, flanged end Mueller H10$$90pN Mueller H10129N T316 SS Hex Bolt 1-9 BOLTS AND NUTS Bolts and nuts shall be 316 Stainless Steel IT316 SS Hex Nut T316 SS Hex Washers 2-1 CASING END SEAL 2-2 CASING SPACER 2-3 Chlorine 2-4 COATING, WATERPROOF f 2-6 COUPLING, TRANSITION FLEXIBLE 2-7 COUPLING, TRANSITION RESTRAINED 2-8 FLANGED COUPLING, ADAPTERS RESTRAINED Agreement No. 5966 CITY OF EL SEGUNDO APPROVED MATERIALS UST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES 1/4" Thick Styrene Butadiene Rubber Sheet End Advanced Products & Sys. Epoxy Resin Based Cemetous Trowel Grade Cascade lCalpico Seal. Use 1"Wide Stainless Steel Bands. Zippered STO CR 241 End Seals with Stainless, Steel Bands may also be SPipeline Seal & Insulator used. Powerseal Stainless Steel Bolts and Nuts. For useon AC, Advanced Products & Sys. Stainless Steel Casing Spacer, Center Restrained, Cascade Position Type PVC Liner and Non-metallic Anti -friction Calpico ,with Pipeline Seal & insulator Runners Powerseal shall be responsible for providing the proper Raychem Sodium Hypochlorite.Solution. Per City Specifications Sika Top Seal 107 Epoxy Resin Based Cemetous Trowel Grade protective, waterproofing for concrete STO CR 241 4" and Larger Steel or Ductile Iron Construction, Ford FC1, FC2A, FC2W Slip x Slip, Epoxy Coated with 304 or 316 Romac 501, XR 501, Macro HP Stainless Steel Bolts and Nuts. For useon AC, JCM 215 Long DI Coupling Cat. No. 215-0905 PVC, DI, or Steel Pipe. Proper coupling shall be 15mith-Blair 441-042, 461 used for each type pipe JCM 210 DI Coupling 6" Ductile Iron Bury Bends, Long Radius, Fig x EBAA Inc. Series 3800 For use on AC, PVC, 01, or Steel Pipe, Contractor Smith-Blair473 shall be responsible for providing the proper Engineer Approval Only) couplings for each type of connection JCM 241 or 242 with JCM 630 AC Pipe EBAA Inc. Series 2100 2-15 EPDXY ADH SIVE Romac RFCA for PVC Pipe EBAA Inc. Series 1100 (Ductile Iron) Mechanical Joint and Pushout Joint Restraint 2-9 FITTING, PIPE RESTRAINT AWWA PVC and Ductile Iron Pipe Field Lok Gaskets Star 6" Ductile Iron Bury Bends, Long Radius, Fig x Sigma 2-10 BEND, BURY, DUCTILE IRON MJ/PO (Use of Short Radius Bury Bends with City Tyler Engineer Approval Only) Clow d South Bay Foundry 2-15 EPDXY ADH SIVE High -Modulus, Low Vicosity, Epoxy Resin Based Sika Sikadur 31 Adhesive suitable for Grouting Bolts or Dowels Sika Sikadur 35 3-1 FIRE HYDRANT 16" Standard 150 PSI Wet Barrel Ductile Iron Flre Clow 2050, Clow 2065 CITY OF El. SEGUNDO APPROVED MATERIALS LIST FOR Agreement No. 5966 USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. ITEM IDESCRIPTION f IMANUFACTURERIMODEL 3-2 Fire Hydrant Check Valve Fire Hydrant Check Valve Clow LBI 400A or Mueller J6000 3-3 FIRE HYDRANT, 200 PSI or Project Specification Submittal Required Higher Flanged, Mechanical, Joint or Push -on Tees, Griffin Bends, Crosses, Recucers, Adapters, etc, for NappcD/Sigma 3-4 FITTING, DUCTILE IRON Water Unes 4" and larger. Manufactured per AWWA C110 and CIS3. Double Cement Mortar Star Lined. Tyler V US Pipe Full Face Flange-Tyte Gasket �Calpico 3-7 Not Used Agreement No. 5966 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. ITEM IDESCRIPTION IMANUFACTURER/MODEL Garlock 3000 jJohns-Manville 1/8" Thick Full Face or Ring, Aramid Flber Bound 1Klinger 3-6 GASKET with Nitrile_ No Asbestos Content (KEEP NSF 61 4401 approved gaskets) PSI NSF Approved ITripac Tripac 2000 5000 jJM Clipper Gaskets 660 and 880 j US Pipe flange-Tyte Gasket Rubber RingType with Stainless Steel Locking 3-7 GASKET, JOINT RESTRAINTSegments Vulcanized into the Gasket. Fur use on US Pipe Field Lok 350 PVC Carder and Casing Pipes. 3mm (1/8") Thick, Rubber Ring Type, 1.72 Mpa Calpico 3-8 GASKET, RUBBER RING (250 PSI) Maximum. For 100mm (4") through Johns -Manville 900mm (36" Pipe Flanges JIUS Pipe Bolt Corrosion Protection on Burden Bolts, Sanchem NO -OX -ID 3-9 GREASE �IFor -OX4D Type Dearborn Chemical JOINT SEALING COMPOUND, For use on Pre -cast Vault and Manhole in Quickset Joint Sealing 3-I2 PLASTIC ROBE Grooved Joints between sections Compound Rubber Gasket Pipe Lubricant for use on PVC or Whitlam Blue Lube 3-10 LUBRICANT, PIPE GASKET ,ductile Iron Pipe Joints, NSF Listing required. Phoenix E 3-il METER Supplied by Contractor Par Citv Specification. Metron Farnler I 1' Meter or smaller -Meter Box -15-1/4" x 22" x ,Brooks 37MB 4-1 METER BOX AND LID 11-3/4" (Incidental/Alley) AR Concrete Products: No.W4-1/2 Brooks 38MB 1-1/2" to 2" Meter - Meter Box -18-3/4" x 30- 4-2 METER BOX AND LID 3/8" x 13-1/2' (Incidental/Alley) 1&R Concrete Products: No_WS-1/4 I,,, DFW: DFW65CH4-14-4 io 6e'Usea Vvitn ivianrroia type meter 4-3 METER BOX ANO LID Installations - Meter Box -15-3/16" x 37" x 12- DFW: DFW1730FH4-12-4 :.L4,"(IncidenS3t/AlIPYi 4�1 PAINT Valve Box Lids Prime Coat required on all above Sinclair Gloss Enamel Blue ground metal surfaces Fire Hydrants 4-5 PAINT Prime Coat required on all above ground metal Yellow (2 coats) surfaces Backflow Ass s & VentPipes, Meters, Regulators, 1 4-7 PAINT Vault Piping, Air Valves. Prime Coat required on Sinclair Gloss Enamel Blue all above ground metal surfaces (use Tnemec BCerro 1" Type K Soft Seamless rolled Tubing Halstead 4-8 PIPE, COPPER TUBING 2" Type K Soft Seamless Straight Lengths 1" and 2" Type K Rigid Seamless Straight Lengths jLee Mueller 1 Phelps -Dodge For Water Lines 100mm (4") and larger American Pipe 4-9 PIPE, DUCTILE IRON manufactured per AWWA C111 0115, C150, C151. Double Cement Mortar Lined gGriffin Pacific States U.S. Pipe i 8 -mil Thick Polyethylene Encasement Sleeve for PLASTIC 5-1 Ductile Iron Pipe (DIP) per AW WA C105 and Northtown-Palywrap ENCASEMENT Recycled PVC, CMC/L, or DIP Non -Purple Water Pipe. Clear Sleeve for Potable Water 18 -mil Thick Polyethylene Encasement for Buried CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR Agreement No. 5966 USE ON CONSTRUCTION OF POTABLE WATER FACILITIES • JTEM IDESCRIPTIONMANUFACTURER/MODEL S-2 PLASTIC WRAP Fittings and Valves — Double Wrap Clear Sleeve Northtown-Polywrap for Potable Water S-3 Service Piping Wrap Polvwrap for service lateral piping Northtown Polywrap - C Surface Primer for Underground Application of Carboiine Denso Paste 5.4 PRIMER, WAXTAPE Petrolatum Wax Tape Trenton Tem -Coat Agreement No. 5966 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES ' !Anes J-979 Cast Brass ASTM 662 Body with Silicone Bronze Smith -Blair 323 SERVICE SADDLE FOR 5-5 ; Double Straps, IF Outlet Sixes 25mm (1") and I Romac 2028 ACP AND DI PIPE SOmm (2" ). Sall Corp. and Saddle shall be constructed by same manufacturer. Mueller BR26 1" Diameter, 18 Gauge Brass with 3/16" Die t Ford 20285 TAG, BRASS 5-11 IDENTIFICATION Stamped Letters and Numbers, Suitable for JonesJ-969 Attachment to Cathodic Protection Wires by means of a Nylon Zip Tie. Romac 202N Adhesive Plastic Outer Wrap for Wax Petrolatum polyken 960 5-6 TAPE, OUTER WRAP ;Tape in RUnderground Applications QTrenton Polyply 10 to 50 Mil x 2" Wide General Utility Tape for I'Calpiw 5-7 TAPE, UTILITY Corrosion Protection of Above and Below Ground Pipes 3M 50, 51 6" Wide, Waming/ldentification (Non -Metallic) Calpico, Type 1 Marking Tape for Buried Facilities with "Caution Line Tec, Type B TAPE, WARNING/ 6-1 Continuous Warning Water Main "Caution Treated Run- �T.Christy Eng., Type 1 IDENTIFICATION Buried Below" or Urban Off Water Buried Below" Tape for Recycled q8 Terra Tape, Standard 250 Water shall be Yellow with Black Lettering Y, Thor, Elast Tec N Northtown Calpico, Type 1 !WARNING/ Wide, Warning/identification Li ne-Tec, Type B TAPE 3" (Non -Metallic) IT.Christy Eng., Type 1 2 IDENTIFICATION FOR Marking Tape for Buried Irrigation Pipelines. Terra Tape, Standard 250 RECYCLED Purple Color with Continuous warning Caution IRRIGATION Reclaimed Water Main Buried Below" Thor, Elast Tec Northtown Round or Square 1-1/2" Diameter SS Rod, i VALVE STEM i 6-6 Welded Construction, with Top Centering Ring Pipeline Products SX -908 i EXTENSION SS and AWWA 2" Operating Nuts Top and bottom. Y Use when extension longer than 8 foot. Ford 811-233WW-NL 6-7 VALVE, BALL WITH 3/4"Bronze, Straight, PIP x PIP with LgckingTabs !ones! -1900W LOCKING TABS and Handle 3/4" Mueller B 2020ON AY McDonald 76101W VALVE, BUTTERFLY 18'" and Larger, AWWA C504, Class B. M&H 1450, 4500 6-8 150 PSI Thermosetting or Fusion Bonded Epoxy coated and Lined. Class D or E Flange x Flange Ends i i CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR Agreement No. 5966 USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. •IMANUFACFURER/MODEL Mueller Lineseal III Pratt Groundhog 18" and Larger, AWWA C504, Class B. M&H 1450, 4500 (Class 250) 6-9 VALVE, BUTTERFLY Thermosetting or Fusion Bonded Epoxy mated Mueller Uneseal XP 250 250 PSI and Lined. Class D or E Flange x Flange Ends Pratt Triton HP -250 """"'SII 4 .i" �' ° ""'''"dk `A "1 ""' "wev Mueller 2362 (AWWA C509), Mueller 2361 (AWWA CS -15) VALVE, GATE, Stem, Ductile Body and Bonnet, encapsulated Clow 6-10 RESILIENT WEDGE Wedge per AWWA C509 Epoxy Coated interior. (RWGV) I Valves larger than 12" shall be manufactured to a%nnnie rc±S Kennedy 7-1 VALVE BOX For Gate Valves & Butterfly Valves, See Standard GO57Traffic Box 10-3/8" I.O. x 12" by Christy/Oldcastle Dwg W13, Lids shall be marked "Water" 7-2 VALVE BOX Normally Close Valve, Lids shall be marked GOSTTraffic Box I0-3/8" I.Q. x 12" by Christy/Oidpstle "Water" 7-3 VALVE BOX " See GOSTTraffic Box 10-3/8 I.D. x 12" by Christy/Oldc astle Standard Dwg W5,'Lids'hallbe marked "Wal er' 7-4 VALVE BOX 2" Blow Off or Manual Air Release. See Standard GOST Traffic Box 10 3/8" I.D. x 12" by Christy/Oldcastle I Dwg W6 Lids shall be marked "Water" 7-5 VALVE BOX 4" Blow Off Assembly. GOST Traffic Box 30-3/8" I.D. x 12" by Christy/Oldcastle 7-6 Valve Box Can Extensions Tyler Union RK Industries 7-7 Valve Can Cover Sigma-VB-4884-C114A08BO1 Baron Cosberg Industries #14 AWG Solid Copper Wire, with Cross Linked Paige 7-8 WIRE, TRACER Polyethylene insulation. White or Yellow in Color Northtown j Regency Wire Christy„ Direct Bury Silicone -Filled Capsule Tube with 3M DBR-6 7-9 WIRE, TRACER Standard Wire Nut or Silicone -Filled Wire Nut King 4 CONNECTOR Connectors for Tracer Wire Connections. King 5 King 6 Agreement No. 5966 180G07 -CITY OFELSEGUNDO WATER STANDARD DETAILS El Segundo Water Details DetaDNo. _-' Sheet No. SheetT�� 1VVT-1 1of1 11 -inch /&�-�chCopper8ranchSemice 2VVT'2 1nf1|� ' naHyUrantAssembly 3VVT-3 _. 1of2 2-inchCop�$rF�eOne ` VV 4 T'� |2of1 - - ' New Fire Service Installation 5VVT-4 11 of 1 - - New3"��VVater5�ndce!nsia|katkznVV�h8ackMowPoeventer ' _ ��' 6 �«'_ '� ��-�� — /�"/I - ' -- - --- - ---- Thr 7\mT-d 1 o 2 Restrained|Length Tables Horizontal 8 WT -6 12of2 Restrained Length Tables Vertical 9 WT -7 '1of1 IwaterK8a|nTnenchDetai) - Y 10 WT -8 1ofI pi,peCasing installation ' 11VVT'9 11ofI |FireHydrant, Valve and Tee Removal Detail 12 WT -10 ' 11/ 2 —| Gate--� Installation- 13VVT-10 - 2of2 - -' - Adjustable Valve Box with Cap inACPavement _ 14 WT -11 1of1 1-inchmr2-inch/grand Vacuumm Release _ 15VVT't2 1of3 To be s - _' im & hK0eheru - 1G|VV74Z 3of5 �obeUsedFor I'�2-nch��Z�/ Meters -- - _ _ 17 VVT'12 3mf3 JTo be Used With Manifold Type Meter Installations 18 WT -13 IPf3 5/8'x3/4"&1"Water Meters 19 WT -13 12of3 - 1.5" & 2" Water Meters 20VVT'13 /3of3 113" Water Meter � Agreement No. 5966 SEE DETAIL A SEE CURB — NOTE4 FINISHED GRADE 777777*77-777777�- C'j IT CLEARANCE /T\ FROM SWIVEL NUT OR FLANGE TO TOP OF BOX L SWEEP FOR 1" PIPE ONLY 2 MAIN METER SIZE p "METER BOX SIZE 1"22- x 15- x 12' 1_112- a2. 30"x19"X13" 'SEE SHEET WT -12 FOR METER BOX DETAILS. ITEM MATERIAL BRONZE DOUBLE $TRAP SERVICE SADDLE, i" OR 2- F.I.P.T, OUTLET V CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x FLARE 2" CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x COMPRESSION 1- (ROLLS) OR Z' COPPER PIPE, SOFT! ANNEALED TYPE K IN 20' LENGTHS. CAST BRONZE ANGLE METER BALL VALVE WITH LOCKWING, FLARE x SWIVEL NUT (MUELLER B -24255N-3, B -24268N-3 OR EQUAL) CAST BRONZE ANGLE METER BALL VALVE WITH LOCKWING, F.I.P. x lJ METER FLANGE (MUELLER B -24286N-3. B-2427ON-3 OR EQUAL) =6 METER (FURNISHED BY CONTRACTOR) (SEE SHEET WT -13) STRAIGHT METER COUPLING, SWIVEL NUT x M.I.P.T. -1 LONG 0 'METER BOX (SEE SHEET WT -12) 9 90° ) COPPER ELSO C x C SOLDER JOINTS 10 � lY THICK BASE OF 3t4" CRUSHED ROCK. I BOLTS, NUTS & WASHERS DATE I NO, APPROVED SY; CITYCUSTOMER EXISTING WATER METER r PRIVATE PROPERTY OR NEW PROVIDED BY CONTRACTOR 4 r T 7 7 ., METER FETER I" METER 3 METER 2" METER DETAIL A NOTES: 1. ALL SERVICE LATERAL ASSEMBLIES SHALL BE NSF 61, ANNEX G AND CALIFORNIA A61953 COMPLIANT. 2. ALL WATER METERS SHALL CONFORM TO AWWA WATER METER LAY LENGTH STANDARDS, 3. ALL PIPING SHALL BE RATED FOR V PSL 4. PLACE METER BOX ASSEMBLY 1 -FT FROM PROPERTY LINE IF INSTALLED WITHIN ALLEY -METER AND BOX ROTATION REQUIRES CITY APPROVAL. REVISION I NOTE I By 1 -INCH & 2 -INCH COPPER BRANCH SERVICE ORIGINAL DRAWING ISSUED AJS DATE: 20 DES: AJS SCALE: NONE SHEET NO. 1 OF 1 D: SEM T: DATE: WT -1 'Naw Pj=urm Engmeer C, APP: a Agreement No. 5966 3' CLEARANCE (SEE NOTE 7) w 0 ELEVATION ITEM MATERIAL -jIA 6" FIRE HYDRANT WITH 2,5"x4* IN RESIDENTIAL AREAS B 6" FERE HYDRANT WITH 2.6'x e xV'IN COMMERCIAL AREAS (2) CONCRETE SPLASH PAD (3) '6- BREAK -OFF CHECK VALVE (CLOW LBI 400A OR JONES J6000) 4 WET BARREL HYDRANT SURYS (MJ x FLG) SIZE TO FIT 5 CONCRETE THRUST BLOCK PER WT -5 60 6' DUCTILE I€�ON PIPE CL 350 6- RESILIENT WEDGE GATE VALVE (FLG x MJ) (80 RESTRAINED MECHANICAL JOINT @9A' DUCTILE IRON TEE WITH 6" FLANGED BRANCH 96 STAINLESS STEEL TAPPING TEE WITH 6- FLANGED BRANCH' 07-1 VALVE BOX AND CAP WI SLIP CAN *CHECK COMPATIBILITY OF TEE MATERIAL WITH EXISTING PIPE MATERIAL. DATE M REVISION I NOTE ORIGINAL DRAWING ISSUED APPROVED By vow Roswv- eflrftaor NOTES: I, TOP FLANGE OF BREAK -OFF CHECK VALVE SHALL BE SET WITHIN THE CONCRETE PAD, BREAK OFF GROOVE, MINIMUM OF ONE, SHALL BE PLACED ABOVE THE PAD. 2. FIRE HYDRANT FLANGE BOLTS SHALL BEA307 ZINC -PLATED BOLTS INSTALLED WITH NUTS ON TOP OF THE FLANGE, BREAK AWAY BOLTS SHALL BE USED. 3. FIRE HYDRANT (AND RISER CAP) TO BE PAINTED WITH SINCLAIR POLE YELLOW, E -6-23D GLOSS ENAMEL, 4. INSTALL BURY SPOOL WHEN NECESSARY TO MEET REQUIRED GRADE. 5. ALL FIRE HYDRANTS THAT ARE REMOVED MUST BE DELIVERED TO THE WATER DIVISION AT400 LOMITA ST. UNDAMAGED. 6. INSTALL BLUE REFLECTOR 6 -INCH OFF STREET CENTERLINE ON HYDRANT SIDE. 7. PER CALIFORNIA FIRE CODE, CLEARANCE AROUND FIRE HYDRANT SHALL BE A 3 -FT RADIUS. FIRE HYDRANT ASSEMBLY ASS DATE: 20 DES; AJS SCALE: NONE SHEET NO. I OF I D: SEM T: DATE: C; APP: WT -2 Agreement No. 5966 18" MIN. NOTES; 1. FIRE SERVICE SHALL BE INSTALLED WITH 127 MINIMUM TO 30r MAXIMUM CLEARANCE ABOVE NATURAL FINISHED GRADE AND SHALL BE READILY ACCESSIBLE FOR INLINE SERVICE AND TEST (REF, TO L.A. COUNTY OHS, SAFE PLUMBING PRACTICES'). 2, THE APPROVED SACKFLOW PREVENTION ASSEMBLY SHALL BE FURNISHED BY THE MANUFACTURE AS A COMPLETE ASSEMBLY, METER TO BE FURNISHED BY THE CONTRACTOR (MEASURED IN CU. FT), S. DCDA MUST BE INSTALLED AS CLOSE AS PRACTICALTO, THE PROPERTY LINE AND COMPLETELY WITHIN PRIVATE PROPERTY. ITEM I i MATERIAL BRONZE DOUBLE STRAP SERVICE SADDLE, 2"F.I.P.T. OUTLET (FOR DUCTILE IRON 2" CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x COMPRESSION 2" COPPER PIPE, SOFT! ANNEALED TYPE K IN 201 LENGTHS, ENCASED IN POLY WRAP C 2- BALL VALVE WITH TEE HEAD, C x C SOLDER JOINTS OR F.I.P.T. x F.I.PT. USC APPROVED 2 -&INCH BACKFLOW PREVENTION ASSEMBLY - DOUBLE CHECK DETECTOR ASSEMBLY WITH CHEATER METER (WATTS 1007MIDCDA OR EQUAL) 90* COPPER ELBOW, C x C SOLDER JOINTS VALVE CAN, SEE SHEET WT -10 (SHEET NO. 2) DATE NO. REVISION I NM ORIGINAL DRAWING I$SUEO APPROVED BY: SHED GRADE —T cm PROPERTIES WITH ONSITE AUXILIARY WATER SUPPLIES OR CHEMICAL INJECTION FIRE SYSTEMS MAY REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY, CONTACT THE EL SEGUNDO WATER DEPARTMENT PERSONNEL TO CONSULT AND CONFIRM THE REQUIRED BACKFLOW PREVENTION ASSEMBLY REQUIRED. AREA VARIES CONFIRM WITH CRY WATER DiVISON DCDA 3. PIL CITY WATER MAIN TYPICAL SERVICE ACCESS AREA By T M 24NCH COPPER FIRE LINE AS DATE: 20 DES: AJS SCALE NONE SHEET NO. I OF 2 D: SEM T.- DATE: C'. APP: WT -3 Agreement No. 5966 TO BE INSTALLED BY CONTRACTOR INSPECTED BY CITY i8" MIN. 2 3: FINISHED GROUND SEE NOTE I MAINTAIN SEPARATION OF 18" BETWEEN WALL AND CENTER OF PIPE RUN yffl, wN 'Ml�^10\,Wlvlx 011101'<' INZON" CUSTOMER SIDE ELEVATION VIEW SEE NOTE 47-� wnli I k- - - - - - TO CITY WATER MAIN PLAN VIEW NOTES: 1. WATER SERVICE SHALL BE INSTALLED WITH 12" MINIMUM TO 30" MAXIMUM CLEARANCE ABOVE NATURAL FINISHED GRADE AND SHALL BE READILY ACCESSIBLE FOR INLINE SERVICE AND TEST (REF. TO LA. COUNTY DHS, SAFE PLUMBING PRACTICES). 2. THE APPRlDVED BACKFLOW PREVENTION ASSEMBLY SHALL BE FURNISHED BY THE MANUFACTURE AS A COMPLETE MSEMBLY, METER TO BE FURNISHED BY THE CONTRACTOR (MEASURED IN CU. Fr.). 3. FOR 2 INCH SERVICE INSTALLATIONS, SEE DETAIL VVT,3 (SHEET 1/2). 4. DCOA MUST BE INSTALLED AS CLOSE AS PRACTICAL TO THE PROPERTY LINE AND COMPLETELY WITHIN PRIVATE PROPERTY. FCEM MATERIAL D I DUCTILE IRON PIPE CL350, TYPICAL 90* BEND (FLG x FLG) DCDA OS & Y GATE VALVE (FLG x FLG) C APPROVED BACKFLOW PREVENTION ASSEMBLY - PiL DOUBLE CHECK DETECTOR ASSEMBLY* 5 ADJUSTABLE PIPE SUPPORT I THRUSTBLOCK 7 DUCTILE IRON SPOOL (FLG X FLG) 8 90- DUCTILE IRON BEND (MJ x FLG). DATE 110* REVISION I NOTE ORIGINAL DRAWING ISSUED APPROVED BY: PROPERTIES WITH ONSITE AUXILIARY WATER SUPPLIES OR CHEWCAL INJECTION FIRE SYSTEMS MAY REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY, CONTACT THE EL SEGUNDO WATER DEPARTMENT PERSONNEL TO CONSULT AND CONFIRM THE REQUIRED SACKFLOW PREVENTION ASSEMBLY REQUIRED. BY DATE: 20 DES: AJS SCALE: NONE D: SEM T- DATE - C: APP: NEW FIRE SERVICE INSTALLATION SHEET NO. 2 OF 2 WT -3 AREA VARIES CONFIRM WITH CITY WATER DIVISON DCDA )7-3' PiL CITY WATER MAIN TYPICAL SERVICE ACCESS AREA BY DATE: 20 DES: AJS SCALE: NONE D: SEM T- DATE - C: APP: NEW FIRE SERVICE INSTALLATION SHEET NO. 2 OF 2 WT -3 a Rgree'nent No.59(0-6 G] W m � r U gOZa. syr U C gi 0 ca �iJZU ZW2 �' QZ,� a47 �Occnn� p2muy u Q 0 CL U O dUdu- RC=WU t NiN�,.m2 jW 0 Ory! JOG aU�U o'NmUl "dN G �$ NCL r .;At 3� �y Agreement No. 5966 TABLE IA • ALCULATION ASSUMPTIONSb UNDISTURBED SOIL CONDITION VALUE THRUST BLOCK LAYING CONDITION TYPE 4 Y SOIL CLASSIFICATION': GOOD SAND (GW) DEPTH OF COVER 3 FEET UNDISTURBED SOIL DESICNlTEST PRESSURE 200 PSI'I QgA OPERATING PRESSURE VARIES PER PLAN •• �� h ALLOWABLE SOIL BEARING, Sb 1000 PSF 2 a " MATERIAL DENSITY, Wm 150 PCF j UNDISTURBED SOIL SAFETY FACTOR 11.01 PLAN 1 BEARING AREAS AND ANCHOR VOLUMES INCREASE DIRECTLY WITH TYPICAL HORIZONTAL BEND SECTION INCREASED PRESSURE. 2 FOR SOIL BEARING VALUE OF 2000 PSF USE: 112 x BEARING AREA SHOWN'; ANCHOR RODS FOR SOIL BEARING VALUE OF 500 USE: 2.x BEARING AREA SHOWN. 3 CALCULATIONS BASED ON SAFETY FACTOR =1.0. IF A DIFFERENT SAFETY FACTOR IS TO BE USED, MULTIPLY VALUES BY THAT SAFETY FACTOR. NOTES:' ` 1. ALL THRUST BLOCKSISHALL BE PORTLAND CEMENT CONCRETE MIX 560-C-3250, ATTAIN 2,000 PSI STRENGTH, AND BE PLACED AGAINST UNDISTURBED SOIL. ANCHOR BLOCK 9 M 2, THRUST BLOCKS ON REDUCERS SHALL BE KEYED INTO THE TRENCH BOTTOM AS UNDISTURBED SOIL -- " SHOWN. SECTION 3. CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. TYPICAL VERTICAL BEND 4. 00 NOT COVER FITTING BOLT'S WITH CONCRETE. 5. AVOID PLACING CONCRETE ON ANY PART OF THE VALVE: BONNET OR VALVE BEARINGARSA (SF) = Sr x T OPERATOR WHEN VALVES ARE FLANGED TO Fr TIN'G'S. Sb 6. THE RATIO OF WIDTH' (b) TO HEIGHT (h) OF THRUST BLOCK AREA SHALL NOT THRUST (LBS), T = 2 PA Sin ' EXCEED 11/2 TO 1. 2 7. ALL ANCHOR RODS SHALL BE; 1 Sf x T FOR PIPE SIZES < 12': #4 BARS ANCHOR VOLUA9E(CY) = 27 }x w, 161: #5 BARS TABLE 1.3 - VERTICAL ANCHOR BLOCK VOLUMES 4.: #6 BARS PIPE 22.5 BEND 45 SEND 8. COAT REBAR WITH 80 MILS OF COLD -APPLI'E'D "NO -OX -ID CONTACT GREASE SIZEI BITUIMASTIC WATER -PROOFING COMPOUND. WRAP EXTERIOR OF VALVE, THRUST VOLUME THRUST 6 VOLUME (IN) (LBS) (CY} (LBS} (CY} ACTUATOR AND REBAR WITH 81011. POLYETHYLENE SHEETING AND TAPE :PER IRWD p l SPECIFICATION. 4 981 0.2 1,924 0.5 9. MINIMUM CONCRETE COVER OVER REBAR SHALL BE 3". 6 2,206 0.5 4,328 1.1 10. NO CONCRETE SHALL BE POURED ON VALVE OR PIPE JOINT. 11. YIELD STRENGTH OF STEEL BARS IS ASSUMED TO BE 36 KSI. i 8 3,923 1.0 7,694 1.9 12. ANCHOR BLOCKS SHALL BE USED AT VERTICAL BENDS WHEN PIPE IS ABOVE OR d 10 6,129 1.5 12,022 3.0 j BELOW GROUND AS SHOWN ON THE PLANS. 12 8,826 2.2 17,312 4.3 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE THE SOIL BEARING i CONFIRMED PRIOR TO CONSTRUCTION.. 16 15,690 3.9 30,777 7.6 14. WHEN RESTRAINED JOINTS APE PROVIDED FOR THE REQUIRED PIPE LENGTH, PER WT -6, THE THRUST BLOCK SIZE CAN BE REDUCED TO 25% OF ITS SIZE. 1$ 19x858 $.9 3$,952 9.6 TABLE 1.2. HORIZONTAL THRUST BLO .K BEARING AREAS PIPE 11.25 BEND 22.5 BEND 45 BEND 90 BEND DEADEN /TEE SIZE THRUST BEARING THRUST BEARING THRUST BEARING THRUST BEARING THRUST BEARING 9 (IN) {LBS} AREA (SF) (LBS) AREA (SF) (IBS) AREA (SF) (LBS) AREA (SF) (LBS) AREA (SF) 4 493 0.5 981 p 1.0 1,924 1.9 3,554 3.6 2,513 2.5 h i 6 1,109 1.1 2,206 2.2 4,328 4.3 7,997 8.0 1 5,655 5.7 8 1,971 2.0 ' 3,923 3.9 7,694 7.7 14,217 14.2 10,053 10.1 10 3,079 y 3.1 6,129 6.1 12,022 12.0 22,214 22.2 15,708 15.7 12 4,434 4,4 8,826 8.8 17,312 17.3 91,989 32.0 22,619 22.6 16 7,883 7.9 15,690 15.7 30,777 30.8 56,869 56.9 40,212 40.2 18 ( 9,977 ! 10.0 19,858 19.9 38,952 39.0 71,975 72.0 1 50,894 50.9 NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE INFORMATION SHOWN HEREON PRIOR TO ITS USE. DATE N0. � REVISION /NOTE i� BY THRUST ANDy . ANCHOR BLOCK TABLES +4 ORDINAL OWNING ISSUED AJS APPROVED BY: DATE: 20 DES:AJS SCALE: NONE SHEET NO. 1 OF 1 D: SEM � T: �pi DATE: Y V -5 WaW RawwwslEnVfmgr .. _ C: APP: Agreement No. 5966 I TABLE 2.1- DEAD ENDI TEE, AND HORIZONTAL BENDS RESTRAINED LENGTH, L (FT) CONNECTION CONDITION PVC DRONE POLY RESTRAINED LENGTH NEAREST JOINT VVV DUCTILE yRUN V _ L �L p 6 INCH DIAMETER I DEAD END I TEE 40 25 73 RESTRAINED 1 900 HORIZONTAL BEND 15 12 �' 17 TEE 1 45" HORIZONTAL BEND 6 5 7 �- 22.5° HORIZONTAL BEND 3 3 4 NEAREST RUN JOINT 11.25° HORIZbNTAL BEND 2 2 I 2 g 18 INCH DIAMETER T DEAD END I TEE 53 Y 33 95 90° HORIZONTAL BEND 19 16 22 TYPICALTEE CONNECTION 45' HORIZONTAL BEND ; 8 7 10 22.5' HORIZONTAL BEND 4 4 5 11.25° HORIZONTAL BEND 2 2 3 12 INCH DIAMETER RESTRAINED LENGTH DEAD END 1 TEE 74 46 134 L 90° HORIZONTAL BEND 26 22 31 16 RESTRAINED 45' HORIZONTAL BEND 11 9 13 END CAP 22.5' HORIZONTAL BEND ' 6 5 6 11.25" HORIZONTAL BEND 3 3 3 q TYPICAL DEAD END CONNECTION TABLE 2.2 - CALCULATION ASSUMPTIONS CONDITION VALUE LAYING CONDITION TYPE 4 SOIL CLASSIFICATION GOOD SAND (GW) DEPTH OF COVER 3 FEET DESIGN/TEST PRESSURE 200 PSI OPERATING PRESSUq' E VARIES PER PLAN NEAREST RUN JOINT FOR TEE 1 FOOT `SAFETY FACTOR 1.02 S RESTRAINED LENGTHS FOR TEES CALCULATED USING EQUAL RUN AND BRANCH DIAMETERS. 2 RESTRAINED LENGTHS CALCULATED USING SAFETY FACTOR =1.0. WHEN A DIFFERENT SAFETY FACTOR IS TO BE USED, MULTIPLY RESTRAINED LENGTHS BY THAT SAFETY FACTOR. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE INFORMATION SHOWN HEREON PRIOR TO ITS USE. i RESTRAINED LENGTH RESTRAINED BEND FITTING PLAN TYPICAL HORIZONTAL BEND CONNECTION DATE N0, REVISION I NOTE BY RESTRAINED LENGTH TABLES HORIZONTAL ORIGINAL DRAWING ISSUED AJS APPROVED BY: DATE: 20 D S: A S SCALE: NONE I SHEET NO. 1 OF 2 T: DATE: WT -6 ftec Resowcew Ecorw C: APP: LL L pp N ZLLI N uj CD J Z r' N r LU Z z C7w � W ~ fi LU x LLJ U4 Q V� 'Q 7 M CV N N r r O L Q U J Qd w'- d5� .�- cd Z Ip K] Q C M N N N M LL U n co l K7 M M N N N F I-- �Li w z 1 w LLI w' d Q m v w J LU g u Q Q CD cn M M N N N r T Imo. CO w N M N N N ` �U f7 i CV uj U z c ti o Q � !f✓ a ell C LU J m rn o Ln CD Lu a d'_. IIG L y J N N M �' C r N C7N ��W M N M r N M N M Cy N M �!O s 61J C �yy L h LU co Z (7 Z I Q Z I f QZ 'wit« Z z LU m Z w M O J �.. wm COJ J Q w m m J U J Q U U UU f= w¢ w 2 w=- —w-1 O i�il w fK > 0~C > w— w W > > f > > l 0 tD N in K7 Cv C"1 w Z ... N Z N r f LL L pp N ZLLI N uj CD J Z r' N r z z C7w � W ~ fi LU x LLJ U4 Q V� 'Q 7 M CV N N r r O L Q U M .�- cd Z J' w Z J �` U LU M LL U Y O Z aw z 1 w LLI w' d Q m v w J LU g N LU > f] I R III r > CO LL r N M r N M N M w N wLL. x O f7 i CV uj U Agreement No. 5966 L LU N tf CD � Z F— J Z z z U � W ~ fi LU x Cf) LU j f,I O 11,1 m co J' U LU V U c� O Z 1 w co w' Ar � ct LU g w LU > f] > rl•. Aµ7 N f7 CV uj U z I � a Agreement No. 5966 C6 V z fx O w LU Z OJ U < 2 2 Ur~nLL~ 00 �W�z mwww otic J' JwzzU- M w � O Z w 0 _j 0r ZCD LL>w w L Lu -j H 13SJJO 1HOUGA Z Z O Z LL -C) ZU LL, F M w O LU wyi z o J �g U LU fY ~ LU W > J C U r LU N J � 0 � N F— J Z z U � W ~ fi LU x Cf) LU j Z LU z � O Z 1 w .. co O 6 Ar � m O 4 F U < C6 V z fx O w LU Z OJ U < 2 2 Ur~nLL~ 00 �W�z mwww otic J' JwzzU- M w � O Z w 0 _j 0r ZCD LL>w w L Lu -j H 13SJJO 1HOUGA Z Z O Z LL -C) ZU LL, F M w O LU wyi z o J �g U LU fY ~ LU W > J C U r Agreement No. 5966 6"! 6" MINI. TRENCH WIDTH n MIN. MIN. _TRENCH WIDTH MIN. D2 (1"} r SAWCUT p (6" MAX) �' SAWCUT SAWCUT SAWCUT B ' EXISTING P.C.G. w� rrrrr 'rrrrryraYr r f r rirrr PAVEMENT 1 _•••'�":r*';,�"?`✓''.r,"'.,r'r..'r`.�/r'r:✓'ra"r','''^,'�✓°.+fr'�..✓".•A`rr'r'r�' � �,�, •. z ,.FIN EXISTING A.G. PAVEMENT`S r" Z cu LLI CL _ a d w sw'w w w ww w °rR 0 -1j� s ✓ r 3 3 LLIi2 z Lu .r 0 06Lu I a llt� a tf 'u !� 2 u ■ ,^,fes"�n"v4 �wvr�'��a*"`� .r'.„ . �°.y �� wr rc 6" MIN. 6" 6" M1N.. 6" o 8" MAX. 8" 8" MAX. 8" o in m a DETAIL "A" DETAIL "B" a (A.C. PAVEMENT) (P.C.C. PAVEMENT) ITEM NO_ DESCRIPTION IF COVER TO NEW PIPE IS LESS THAN W', CITY ENGINEER WILL SPECIFY SPECIAL BEDDING AND BACKFILL REQUIREMENTS 6" SAND BEDDING PER SSPWC 306-12.1 UNLESS OTHERWISE APPROVED BY THE CITY SAND BACKFILL COMPACTED TO 90% RELATIVE COMPACTION UNLESS OTHERWISE APPROVED BY THE CITY. JETTING IS NOT ALLOWED. ALL BACKFILL SHALL BE MINIMUM 1 -SACK SAND -CEMENT SLURRY, CRUSHED MISCELLANEOUS BASE (CMB), DECOMPOSED GRANITE (DG). MECHANICALLY DENSIFIED TO 90% RELATIVE COMPACTION FROM BOTTOM OF TRENCH TO 8" BELOW PAVEMENT. THE TOP 8" SUBGRADE SHALL BE COMPACTED TO 95%u RELATIVE COMPACTION. CONTRACTOR TO PROVIDE TEST REPORTS AS EVIDENCE OF PROPER COMPAGITION. r PAVE 6" (OR EXISTING PAVEMENT THICKNESS PLUS 1", WHICHEVER IS GREATER) WITH D2 -PG -6410, C2 -PG -6410 A.C, B -PG -6410 REFER TO APWA STD PLAN 132-3 AND 133-3 U TRACER WIRE SECURED TO PIPE WHEN APPLICABLE (NOT NECESSARY FOR DIP) � :/ WARNINGIIDENTIFICATION TAPE ®PLACE 8" P.C.C. CLASS 520-A-2500 (OR EXISTING PAVEMENT THICKNESS PLUS 1", WHICHEVER IS GREATER) TO NEAREST SCORE LINE REFER TO APWA STD PLAN 132.3 09 #4 DOWEL AT 24" O.C. TO EXISTING PAVEMENT, CONTACT CITY ENGINEER'S OFFICE FOR DOWELING SPECIFICATIONS. NOTE: IF PAVEMENT CRACKS ARE EVIDENT NEAR TRENCH, CONTRACTOR IS REQUIRED TO OVERCUT THESE CRACKS IN FULL PAVEMENT THICKNESS. I DATE NO. REVISIONINOTE BY WATER MAIN TRENCH DETAIL ORIGINAL DRAWING ISSUED AJS APPROVED BY : DATE: 20 DES: AJS SCALE: NONE SWEET N0. 1 OF 1 D: SEM T: DATE: WT -7 �valar Resources Engineer C: APP: Agreement No. 5966 ANGLE'S TO BE CONSTANT AROUND ENTIRE CIRCUMFERENCE OF THE PIPE. NUMBER OF SPACERS PER MANUFACTURER'S SPECIFICATIONS SPACER CARRIER PIPE CASING STAINLESS STEED- FILL ANNULAR SPACE WITH CLAMP BANDS AIR -BLOWN SAND (SEE NOTE 3) CONFIGURATION - CENTERED PIPE CASING CROSS-SECTION 2'-0" 10'-0"u MAX (TYP) V DUCTILE IRON CARRIER OVER LAPPING PIPE RUBBER SEAL CASING THICKNESS: (SEE NOTE 5) - (SEE NOTE 3) PLACEMENT OF SPACERS ON CARRIER PIPE PER MANUFACTURER'S SPECIFICATIONS NOTES: 1• DUCTILE IRON (DI) PIPE JOINTS INSIDE PIPE DI CARRIER PIPE I CASING TO BE RESTRAINED (TYP). 2. INTERIOR OF CASING TO BE GROUND SMOOTH II S" SPACER WIDTH AND LUBRICATED FOR SPACER INSTALLATION. I', PIPE SIZE CASINGl0 I' B"" 16" 3. RUBBER SEALS AND STAINLESS STEEL CLAMPS it 12"" Z4„ REQUIRED. u 16" 30" 4. REDWOOD SKIDS CAN BE SUBSTITUTED FOR 1$ 30 SPACERS ON A CASE BY CASE BASIS AS 20" 36" 1 APPROVED BY ESWD. j " 1 1 q 30'" 30 4$`" 1 42" I 5. CASING THICKNESS (TO BE DETERMINED BY j 36" 1 54" II ENGINEER) NOT TO EXCEED DEFLECTION OF PIPE. 6. ALTERNATE CASING SIZE TO BE APPROVED BY I 1 DEPARTMENT ENGINEER ON A CASE BY CASE BASIS. DATE NO. REVISION MOTE BY PIPE CASING INSTALLATION ORIGINAL DRAWING ISSUED ( AJS APPROVED BY DATE: 20 DES: AJS SCALE: NONE SHEET NO. 1 OF 1 D: SEM j T: DATE: WT -8 Resources Engimr C: APP: Agreement No. 5966 FOR TEE REMOVAL SEE C , 2 BELOW TEE REMOVAL DATE 1 NO. P a APPROVED BY NOTES: 1. CITY ENGINEER OR FIELD INSPECTOR TO MAKE DETERMINATION OF APPROPRIATE MATERIALS TO USE AND HOW APPURTENANCES ARE. ABANDONED. TEES WITH LEAD CAULKED JOINTS SHALL BE REMOVED AND REPLACED WITH LIKE SIZE D.I. PIPE. 2. IF EXISTING PIPE AND TEE ARE STEEL, USE FLEX COUPLINGS TO MAKE RE—CONNECTION. 3. IF EXISTING PIPE AND TEE ARE CAST OR DUCTILE IRON, USE EITHER A PAIR OF DJ. M.J. SLEEVES OR FLEX COUPLINGS. A BELL END OF D.I. PIPE MAY BE SUBSTITUTED FOR ONE SLEEVE OR COUPLING. 4. THIS STANDARD DRAWING MAY BE USED FOR IN—LINE VALVE REMOVAL OR OTHER IN—LINE APPURTENANCES AS DIRECTED BY ESWD 5. REPAIR OR REPLACE S'TREE'T AND SIDEWALK SURFACES PER CITY OF EL SEGUNDO PUBLIC WORKS STANDARDS, ALL TRENCHES SHALL BE BACKFILLED PER ESWD 'STD. DWG. WT --T". ITEM DESCRIPTION �d REMOVE GATE CAN ASSEMBLY, IF PRESENT, REMOVE GATE VALVE, { 3 ABANDON OR REMOVE PIPE LATERAL - AS DIRECTED BY THE CITY. ABANDON OR REMOVE APPURTENANCES (HYDRANT, BURY, ETC.) - �•/ AS DIRECTED BY THE CITY„ AD REMOVE BLUE DOT PAVEMENT MARKER($), IF PRESENT. PROTECT EXISTING PIPE IN PLACE, REMOVE TEE (7) 7 1, INSTALL LIKE SIZED DUCTILE IRON PIPE, INSTALL DUCTILE IRON M.J. SLEEVE OR FLEX COUPLING - AS $ DIRECTED BY THE CITY_ RESTRAIN WITH MEGALUG OR EQUIVALENT, REVISION I NOTE BY FIRE HYDRANT, VALVE AND TEE REMOVAL DETAIL ORIGINAL DRAWING ISSUED AJS �' DATE' 20 DES: AJS SCALE: NONE SHEET NO. 1 OF 1 D: SEM T• DATE: WT -9 'New 61mwumes Engineer lc: APP: HUB TO—HUB WIDTH 12" MIN. UNDISTURBED SOIL z' a UNDISTURBED SOIL RESTRAIN JOINTS r RESTRAIN JOINTS ELAN VIEW n 5 d m " '^r'.T'" r rpt �J 12" MIN - 4 -MIN. � HUB -TO -HUB _ WIDE ELEVATION VIEW ITEM MATERIAL 1D� DUCTILE IRON RESILIENT WEDGE GATE VALVE (MJ x MJ) 2 NEW WATER MAIN 3 ANCHOR STRAPS (REBAR NO. 4) 4 CONCRETETHRUSTBLOCK VALVE RISER. SEE SHEET WT -10 (SHEET NO. 2/2) U VALVE AND CAP. SEE SHEET W7-10 (SHEET NO. 212) DATE NO. REVISIONINOTE APPROVEDBY: ORIGINAL DRAWING ISSUED NP"Am rppwmo^r mi(yltr�pY Agreement No. 5966 NOTES: 1. VALVE STEM EXTENSION NOT SHOWN. 2. VALVE ANCHOR REQUIRED ON ALL VALVES OVER 6" AND ALL VALVES AT DEAD ENDS. 3. ANCHOR STRAPS SHALL BE EMBEDDED DIRECTLY INTO THE CONCRETE THRUST BLOCK. 4. CONCRETE THRUST BLOCKS SHALL CONFORM TO STATE STANDARD 90-1.01,470 LBSICY CEMENTITIOUS MATERIAL (5 -SACK) AND BE POURED AGAINST UNDISTURBED NATIVE SOIL. 5. ALL VALVES SHALL CONFORM TO SPECIFICATIONS FOR GATE VALVES FOR WATER WORKS SERVICE PER AWWA STANDARD 5090. 6. 8" VALVE WELL RISER AND CAP SHALL BE USED FOR ALL GATE VALVES, 6" 12" �' TRENCH P 12" MIN. a WIDTH C MIN_ r ELEVATION VIEW 0 N' BY NEW GATE VALVE INSTALLATION AJS DATE: 20 DES: AIS SCALE: NONE SHEET NO. 1 OF 2 D: SEM T: DATE: WT -10 C: AP'P: &_�WATER DI DI Agreement No. 5966 0 - ITEM I, MATERIAL TRAFFIC RATED CAST IRON LID (SIGMA VB 4884, OR PAINT SCHEDULE 01 APPROVED EQUAL), CAST WITH THE WORD CONDITION "WATER", AND PAINTED PER PAINT SCHEDULE, MAIN LINE VALVE CAPS (2) PARKWAY GRADE ORA.C_ PAVED SURFACE.- FLUSHOUT AIR RELIEF DETECTOR, CHECK, , (3 ) ADJUSTABLE GALVANIZED VALVE CAN AND LARGE METER VALVE CAPS NORMALLY CLOSED VALVE CAPS 8- DIP OR PVC EXTENSION VALVE RISER* ZONE VALVE CAPS GATE VALVE PER WT -10 (SHEET NO, 1) FIRE HYDRANT VALVE CAPS URBAN TREATED RUNOFF PERMANENT PAINT No. PENDING WHEN VALVE BOX IS TO BE PLACED IN A NON -PAVED AREA, CONTRACTOR SHALL CONST RUCT A 2'x 2'x 4' A.C. PAD AROUND THE VALVE CAN. I=YT;:N.qI0M qWAI I t:YTc:Nn I IP Tr) q- QPI OlAt rwjqwr_r) (zi rizicarr- DATE NO. APPROVED BY COLOR SAIL BLUE (RUST-OLEUM #7724) BLUE/RED (RUST-OLEUM 464) -1 BLUEfYELLOW(RUST-OLEUM#W7) PURPLE (RUST-OLEUM #) REVISION / NOTE BY ADJUSTABLE VALVE CAN WITH CAP IN AC PAVEMENT ORIGINAL DRAWING ISSUED AJS DATE: 20 DES: AJ8 SCALE: NONE g SHEET NO. 2 OF 2 0: SEM T: DATE: WT -1 0 Www Resources Engineer C: APP, a14 �1 18i Agreement No. 5966 6" -- ALK A PLAN VIEW SIDEWALK ,-- CURB FINISHED GRADE 1.01A MINI. ELEVATION VIEW f TO MAIN i D5 -URB FACE, SEE NOTES ITEMf I MATERIAL ITEM MATERIAL _ I AIR RELEASEIAND VACUUM VALVE (A.R.I.) 9 d 2" BRONZE CORPORATION STOP, M.I.P.T. x COMP. 2 POLYETHYLENE AIR RELEASE VALVE ENCLOSURE, NOTE I 10 (SIZE) x 2" F.I.P.T SERVICE SADDLE 2"x 1-112" PVC NIPPLE —11' WATER MAIN (4) 2" BALL VALVE F.I.P.T. x F.I.P-T. 12 r DUCTILE IRON, OR PVC, PIPE EXTENSION 2"x 12" BRASS NIPPLE WITHIN 2" x 112" BLACK FOAM SLEEVE 13 VALVE BOX PER WT -10 14 6 2" BRASS COUPLING WITH SOLDER COUPLINGS 1� 47 x 30- x 6- THICK CONCRETE SLAB 7 2- COPPER PIPE TYPE "K", SOFT, ENCASED IN POLY WRAP C 15 (COLD JOINT STRIP q) 2" BALL VALVE WITH TEE HEAD, C x C SOLDER JOINTS OR F.I.P.T. x F.I.PT. NOTES: 1. INSTALL ENCLOSURE PER MANUFACTURER RECOMMENDATION$ 2. WHERE SIDEWALK EXISTS, AIR AND VACUUM VALVE ENCLOSURE TO BE PLACED AT BACK OF CURB FACE. 3. IF NO SIDEWALK, AIR AND VACUUM VALVE ENCLOSURE TO BE PLACED AT 24' FROM ADJACENT PROPERTY LINE. 4. ALL SERVICE LATERALS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT (NORTH TOWN POLY WRAP - C, OR APPROVED EQUAL). DATE NO, REVISIONINOTE BY . . . . . . . . . . IANCH & 2 -INCH AIR AND VACUUM ORIGINAL LIPAYMG ISSUED RELEASE APPROVED BY: _ DATE: 20 DES: AJS SCALE: NONE SHEET NO. 1 OF 1 D: SEM T* DATE: WOW Ramwu= Epgow C: APP: i WT -11 1) DIM'$ ;t 1/$" U.N.O. 2) LID MATERIAL- HDPE 3) BODY MATERtAU LLDPE 4) WALL THICKNESS: 31,,S- MINIMUM 5) I.W.A. = INSIDE WORK AREA 7 22" I A DFW486C*LID Agreement No. 5966 BODY KEY WIDE BODY SERIES CCS C'ONC'RETE SERIES' 14 GRAY COLOR — PMS 414C 1 1 2 12" BODY DEPTH — I LID KEY h4 6 GRAY COLOR — PMS 414C z KISS OFF DETAIL SECTION A -A I DFW PLASTICS, INC. ENGAGES IN ONGOING RESEARCH AND CONFIRM METER BOX AND LID WITH DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS. WATER RESOURCES METER SHOP AT THEREFORE, OrVV PLASTICS, INC. RESERVES THE RIGHT TO (310) 524-2745 PRIOR TO PURCHASE. CHANCE PRODUCT OR SYSTEM SPECIFICATIONS WITHOUT NOTICE. DATE NO. REVISION I NOTE BY TO BE USED FOR: 3/4 -INCH & I -INCH METERS ORIGINAL DRAWING ISSUED AJS APPROVED BY: DATE: 20 DES, AJ8 SCALE: NONE i SHEET NO. I OF 3 D: SEM T: DATE: 'Natu Resoumm C: A,PP; WT -12 WALL DFW65C-4-LID DFW65CH4-14-BODY ICONFIRM METER BOX AND LID WITH WATER RESOURCES METER SHOP AT (310) 524»2745 PRIOR TO PURCHASE.1 DFW PLASTICS, INC. ENGAGES IN ONGOING RESEARCH ANO DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS, THEREFORE. 0FWj PLASTICS, !NC. RESERVES THE RIGHT TO CHANGE PRODUCT ORtSYSTENI SPECIFICATIONS WITHOUT NOTICE. DATE @ NO. REVISION I N07E ORIGINAL DRAWING ISSUED AppROVED BY: Agreement No. 5966 BODY KEY 14 1 HEAVY WALL. 1/2" 1 LID KEY LLI GRAY COLOR UQ.T.0 1) D"WS :t 1/8" U.N.O. 2) LID MATERIAL: HOPE 3) BODY MATERIAL: LLDPE 4) WALL 'THICKNESS: 1/2" MINIMUM 5) I.W.A. = INSIDE WORK AREA DFVV65CH4-14-4 BY TO BE USED FOR: 1 -1/2 -INCH & 2 -INCH METERS AJS DATE: 20 DES: AJS SCALE; NONE SHEET NO. 2 OF 3 0: SEM T: DATE: WT -12 0: APP: J�� yx Efflo N&AN-0 Agreement No. 5966 DFW173OC-4-LID LID KEY 4 1 GRAY COLOR DFW1730FH4-12-4 37" DFW1730FH4-12-BODY NQJQ DPW PLASTICS, INC. ENGAGES IN ONGOING RESEARCH AND 1) DIMS ± 1/8" U.N.O. DEVELOPMENT TO IMPROVE AND EN8ANC5 ITS PRODUCTS. 2) LID MATERIAL- HOPE THEREFORE, DFW PLASTICS, ENC. RESERVES THE RICHT TO 3) BODY MATERIAL: LLDPE CONFIRM METER BOX AND LID WITH CHANGE PRODUCT OR SYSTEM SPECIFICAT0ON$ WITHOUT NOTICE. 4) WALL THICKNESS- 1/2" ± 5% WATER RESOURCES METER SHOP AT 5) I.W.A. = INSIDE WORK AREA (310) 524-2745 PRIOR TO PURCHASE. DATE NO, REVISION I NOTE BY TO BE USED WITH MANIFOLD TYPE METER INSTALLATIONS ORIGINAL DRAWING ISSUED AJ$ APPROVED BY; j DATE: 20 DESAJS SCALE; NONE SHEET NO. 3 OF 3 D: SEM T. DATE: WT -12 walu Relowfts Erormor 11 C: APP: METRON-FARN:IER SPECTRUM 30D AND 3ODB - 5/8" X 3/4' mot Agreement No. 5966 METRON—FARMER SPECTRUM SODL i 3.8 4.5 1114 1"44 JI NFSM LF 5.375 5.375 DATE NO. RVISIONINOTE By 5/8"x3/4" & I" WATER METERS ORIONAL CRAVilNG ISSUED AJS APPROVED BY: DATE: 20 DES: JEP SCALE, NONE SHEET NO. 1 OF 3 D: TPF 'r DATE: WT -13 70mor Ro-,owcrz 5iginoar I C: APR I METRON-FARNIER SPECTRUM 88DL- 1.5" 1" NPT test port- I 13" Her,. I ~ 2-1.r4" M ETRON4ARNIER SPECTRUM 1301 – 2" 17.601 1103,M C I.4.S661 3.041 ffkk 7-2 nc m� N g, o.. z N 12-5/8" Agreement No. 5966 1-1 !2" AItiWA two -bolt eliptical flange z i -112...11-i/2 it NPT internal pipe threads I ?'" METER'S: OPTIONAL BRASS SPOOL PIECES CAN PROVIDE 15.25' AND 17" LAY LENGTHS. Brass spool piwce required t0 attain [6.061 A 19.781 industry standrd is lenge;; NOTES: THE SPECTRUM 130D COME IN A LAY LENGTH SHORTER THAN THE STANDARD AWWA LENGTHS. BRASS SPOOLS AND ADAPTERS ARE AVAILABLE TO ACCOMMODATE COMMON FLANGED AND TFJREADED LAY LENGTHS. NDATE N0. REVISION I NOTE BY 1 p ��JR�MM Pojl 1-112" & 2" WATER METERS ORIGINAL DRAWING ISSUED AS APPROVECBY: - DATE: 20 DES: JEP SCALE: NONE SHEET NO. 2 OF 3 D: TPF T: DATE: �' WT -13 AlatorR=4K=FXglnew C: APP: METRON—FARNIER SPECTRUM 175D (3") r. NOTES: ALL 0 MODELS HAVE INTEGRAL FLANGES AND OFFER MULTIPLE BRASS SPOOL/ADAPTER OPTIONS FOR STANDARD AWWA LAY LENGTHS. DATE NO, REVISION I NOIE ORIGINAL DRAWING ISSUED APPROVFDW: flWater Re = &9ift"i Agreement No. 5966 --1 1, _ t" N F T; I Test port 6.3 I- 06 0.75 07.5 BY X, 3" WATER METERS AS DATE: 20 DES:- JEP SCALE. NOWE SHEET NO. 3 OF 3 D:TPF T: DATE: 0: APP. WT -13 Agreement No. 5966 Albertville Plant phone: 256-878-7930 956 Industrial Blvd. fax: 256-891-6217 MURELLER Albertville, AL 35950 muellercompany.com PRODUCT SPECIFICATIONS JONESO J6000 SERIES WET BARREL BREAK CHECK GENERALCLASSIFICATION — JONES J6000 SERIES BREAK CHECK: 1.1 Suitable for general waterworks service 1.2 Use with wet barrel hydrants and closes with inlet pressure when hydrants are struck 1.3 Features a replaceable Traffic Flange at the ground line 1.4 Manufactured with ANSI/NSF 61/372 compliant components 2. SELECTIVE SPECIFICATIONS (TO BE SELECTED BY CUSTOMER) 2.1 Break Check Flange — Number of Bolts, Bolt Circle and holes size 2.1.1 6 Bolt Inlet Connections: 2.1.1.1 9.38" (9-3/8") Bolt Circle, 0.75" (3/4'°) Dia. 2.1.1.2 9.5- (9-1/2") Bolt Circle. 0.875" (7/8") Dia. 2.1.2 8 Bolt Inlet Connections; 2.1.2.1 9-5- (9-1/2") Bolt Circle0.875" (7/8") Dia. 2.2 Traffic Flange — Number of Bolts, Bolt Circle and holes size 2.2.1 6 Bolt Inlet Connections: 2.2.1.1 9.38- (9-3/8") Bolt Circle, 0.75"' (3/4") Dia. 2.2-1.2 9.5" (9-1/2") Bolt Circle. 0.875" (7/8") Dia. 22.2 8 Bolt Inlet Connections: 2.2.2.1 9-5- (9-1/2") Bolt Circle0.875" (7/8") Dia. 3 WORKING AND TEST PRESSURES 3.1 Standard working pressure is 350 psi 3.2 Production testing is at twice rated pressure (700 psi) 4 DESIGN FEATURES 4.1 Overall Height — 3.75" (3-3/4") 4.2 Light'Weight — 35 Lbs., ergonomically friendly 4.3 Heavy Duty Construction — Ductile Iron and Stainless Steel structural components 4.4 Corrosion Resistant — Ductile Iron Body is E -Coated for long life 4.5 Reduced Water Loss — Uses less water than other designs 4.6 Tell -Tale Design — Mist of water clearly visible when hydrant is struck 4.7 Safer Design — Mist less likely to cause property damage and reduces safety concerns over water column designs 4.8 Traffic flange — breaks cleanly upon impact, yet strong enough for normal handling, shipping, and use. Permits full 360 -degree rotation of hydrant to position nozzles in any desired direction 4.9 Self -Resetting — Gravity drops Lever Arm back into place once water flow is stopped MUELLERO I ECHOLOGICSO I HYDRO GATE® 1 HYDRO -GUARDS I 10NESO i MLNEI- 1 MILLIKEW I PRAM I SINGER® I U.S. PIPE VALVE AND HYDRANT F 13123 10/18 Agreement No. 5966 Page 2 of 2 4.10 Low Pressure Loss — < 2.5 psi at 1,000 gpm 4.11 Easy to Install — Installs in minutes with common tools 4.12 Low Maintenance — Few moving parts and robust design 4.13 Operation —'Does not affect normal hydrant use 4.14 Minimizes Water Hammer — reduces impact on infrastructure 4.15 Flexible Design —works with hydrants with an inside diameter of 6.625" (6-5/8") or less MATERIAL SPECIFICATIONS 5.1 Housing Body — Ductile Iron, ASTM A-536 5.2 Traffic Flange — Cast Iron ASTM A-126 Class B 5.3 Disc and Arm — 304 Stainless Steel 5.4 Guide Rod — 303 Stainless Steel 5.5 Gasket — EPDM 5.6 Washer — 304 Stainless Steel 5.7 NPTF Plug — 316 Stainless Steel WET BARREL BREAK CHECK ASSEMBLY Agreement No. 5966 J6000 Seaies FLANGE X FLANGE SECTMN A- FULLY I FOLLOWING IMPACT, THE ONLY COMPONENT THAT REQUIRES REPLACEMENT IS THE TRAFFIC FLANGE I THIS FEATURE REDUCES TIME, LABOR AND COST REQUIRED TO RETURN HYDRANT TO SERVICE. �18MI , " * : 011- qw, MANUFACTURED BY MUELLER Co. TO JAMES ,TONES SPECIFICATION. FEATURES: • DUCTILE IRON, CAST IRON, BRONZE AND STAINLESS STEEL ' PROVIDES VISUAL TELL -TAIL WATER STREAM INDICATING CONSTRUCTION HYDRANT DAMAGE • REDUCED WATER HAMMER DUE TO SLOWER CLOSING ACTION OF VALVE `AVAILABLE IN VARIOUS FLANGE BOLT HOLE PATTERNS ATTRIBUTED TO THE "TELL TAIL" WATER STREAM PRESSURE RELIEF, ' RETURN TO SERVICE BY REPLACING SAFETY FLANGE (NO DIGGING) " EASY -TO -RESET DESIGN (NO SPRINGS) " 250 PSI RATED (TESTED AT 500 PSI) PARTS LIST': ID w PART NAME MATERIAL PART NAME I MATERIAL 1 HYDRANT DUCTILE IRON ASMI A536 65-45-12 2 BODY DUCTILE IRON ASTM A536 65-45-12 16 I, .3 DISC 304L STAINLESS SM ASTM A351 CF3 17 ( 4 CA5*7 EPDM ASTM 6284 11 5 LEVER ARM 304 STAINLESS STEET ASTM A240 19 6 GUIDE ROD 303 STAINLESS STEEL ASTM A484 do A582 20 7 "TRAFFIC FLANGE GRAY IRON ASTM A126 CLASS 8 21 8 6/ 16- — 18 BOLTS 316 STAINLESS ASME B12.2.1 22 9 LOWER BODY DUCTILE IRON ASTM A536 ( 23 10�iLOCTTTE 480 CYANOACRYLATE ADHESIVE 24 ( 11 POSITION BLOCK 1304 STAlNIFSS STEEL 25 I 12 O—RING R34 E PDM 26 13 141 FTAT GASKET �EPDM 27 I 28 II Approvals: 1 Dote: LIST REVISED: 8,30,%1+3 1470 SOUTH VINTAGE AVE.. ONTARIO, CA 91'761 •PHONE (800) 523-6618 FAX L°S�t1"I'1 246-663 � 71E"L" L R Albertville Plant 956 Industrial Blvd. Albertville, AL 35950 36000 SERIES BREAK CHECK TRAFFIC FLANGE INSTRUCTION Agreement No. 5966 phone: 256-878-7930 fax 256-891-6217 muellercompany.com WARNING: Before attempting any repairs, working on, or disassembling the Hydrant (including removing any bolts(s) holding the Hydrant together), shut off service oate valve to isolate Hydrant from main water source. Failure to shut off gate valve to isolate Hydrant from main water source can result in serious bodily injury. EQUIPMENT AND TOOLS NEEDED: • PPE — Hard hat, safety shoes, safety vest, safety glass, work gloves • Repair Parts — Jones Traffic f=lange Kit • Tools — Appropriate wrenches, lubricant REPAIR INSTRUCTIONS 1. Remove Traffic Flange Bolts and Nuts from Hydrant and discard. 2. Discard broken Traffic Flange pieces. 3. Inspect Hydrantand 36000 Bodyfor damage; clean sealing surfaces. 4. Inspect internal components (Lever Arm, Disc, Guide Rod and Position Block) for damage and replace if necessary 5. Make sure Lever Arms are seated in 36000 Body pockets INSTALLATION INSRUCTIONS 1. Install O-ring provided in the Traffic Kit in Body0-Ring groove 2. Place Hydranton ]6000 Body, rotate Hydrantto desired direction. 3. Install Traffic Flange Bolts in Hydrant Flange 4. Place Traffic Flange halves and thread on Traffic Flange Nuts S. Torque Nuts to 70-90 ft. -lbs. 6. Check for leaks by removing nozzle cap from top nozzle and slightly open nozzle valve. Slowly open the service gate valve. When air is evacuated from hydrant, water will come out the nozzle. Close the nozzle valve and fully open the service gate valve. Check for leaks at all joints paying close attention to repaired joints. MUELLERO 1 ECHOLOGICS® 1 HYDRO GATES I HYDRO -GUARD- 1 JONES- I MLNET®! MILLIKEN- I PRATTO ? SINGERS i U.S. PIPE VALVE AND HYDRANT F 7312310/16 HYDF TRAFFIC FLAN Ir; Agreement No. 5966 ARM BOLT GUIDE ROD azo � coo POSITION DISC BLOCK o� Page 2 of 2 BO IT NUT O-RING �,.. BODY pro t01r IMF +i^YM1..fflo- M .A.. JONES 0 -a MUELLER brand ilk Agreement No. 5966 44 0 Agreement No. 5966 Designed for ease of installation and superior infrastructure protection, the Jones J6000 Break Check provides "install and forget" passive protection. When struck by a vehicle, the J6000 closes automatically minimizing property damage and water loss. The J6000 emits a mist of water providing notification an accident has occurred. �- 350 psi rated 11- AWWA C55O compliant I- All Ductile iron and Stainless Steel constructibn 0- No orifices in Body, avoiding leak paths 360° Hydrant Rotation Back in service quickly after impact 3-3/4" Tall Yo, Weighs on less than 30 lbs. HYDRANT TRAFFIC FLANGE or mom info•madan eboutiores wa%erproduces, please visitjorenvaterprodoc€s com or call cores customerservke at t.Soo°423.1323. p,iraella^rrePerw toonr.�oa mare 1st r,^�,�c".i4r`."�rora+ipm, 7,,rats.lr+c�.aapetl;..a..ar carpora�zGors �'°na^,^: �,'and,¢. rRr' an.s, t.+,`."; and cncka ot'suacrd�anes areIegajkwoa,^st�w ar,d IndeptrpdenPen„�CiC:•.,�"xrn prcc•",'��"4% JYa'dcq;. Ao', P°w; �e p,fodv 3 cr ;erriCLn torNrd prrt+rs ."".%%11 and a��ici'yrs'e.s$u'tl^ptonv,a,,,'IcWt o�n"f lo, 0.te h,;r °, i =s and omwivc,o,a,;:cp' not a'hzen" each ovlmr- �P km-ld, Include r;�•,aaler^',:ct,olo�,ucs".W'gwrooa:dte".W.rdrerGrrace'". rtee",r.t040re,Pnt1'•'s'm p+.:,mndUS,pagekoylTart. Please see x:+racmueller::p.corNabauxxolearn more. ., ' u � r&d�dcplayti^d6tl'1'ilM1id dGdurJ1L"marc"thy propCm'�'Fldr `.":�eYd»f Ef� Products, Inc.,iC.aal mtforr„v»'V'thirda�,v^;acs, Prddr:casi'bc°:um36n�d,,.h..sr�raznay,.bo;0j)ve$ut;,KctopwffKj'car,'patcnaaapl��Mrms„PrardetallaThese products are intended for use in potable.°aeeragrptrre,: rrns. P"*1se c' n ac'a •,t+irr„.� MuN!r'V4?A aor �Curycr Mer sdr,z,Q k-pru.E;utmry ccsermng any other application(s), ,�, F 9495C 109 LEVER 5(16"-18 ARM BOLT GUIDE ROD r POSn70N DISC BLOCK or mom info•madan eboutiores wa%erproduces, please visitjorenvaterprodoc€s com or call cores customerservke at t.Soo°423.1323. p,iraella^rrePerw toonr.�oa mare 1st r,^�,�c".i4r`."�rora+ipm, 7,,rats.lr+c�.aapetl;..a..ar carpora�zGors �'°na^,^: �,'and,¢. rRr' an.s, t.+,`."; and cncka ot'suacrd�anes areIegajkwoa,^st�w ar,d IndeptrpdenPen„�CiC:•.,�"xrn prcc•",'��"4% JYa'dcq;. Ao', P°w; �e p,fodv 3 cr ;erriCLn torNrd prrt+rs ."".%%11 and a��ici'yrs'e.s$u'tl^ptonv,a,,,'IcWt o�n"f lo, 0.te h,;r °, i =s and omwivc,o,a,;:cp' not a'hzen" each ovlmr- �P km-ld, Include r;�•,aaler^',:ct,olo�,ucs".W'gwrooa:dte".W.rdrerGrrace'". rtee",r.t040re,Pnt1'•'s'm p+.:,mndUS,pagekoylTart. Please see x:+racmueller::p.corNabauxxolearn more. ., ' u � r&d�dcplayti^d6tl'1'ilM1id dGdurJ1L"marc"thy propCm'�'Fldr `.":�eYd»f Ef� Products, Inc.,iC.aal mtforr„v»'V'thirda�,v^;acs, Prddr:casi'bc°:um36n�d,,.h..sr�raznay,.bo;0j)ve$ut;,KctopwffKj'car,'patcnaaapl��Mrms„PrardetallaThese products are intended for use in potable.°aeeragrptrre,: rrns. P"*1se c' n ac'a •,t+irr„.� MuN!r'V4?A aor �Curycr Mer sdr,z,Q k-pru.E;utmry ccsermng any other application(s), ,�, F 9495C 109 Agreement No. 5966 �r.uut: 1 I ' ...... .. .. ... September 18, 2020 ADDENDUM NO.3 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for WATER MAIN IMPROVEMENTS ON INDIANA STREET PROJECT NO.: PW 20-04 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time is still Tuesday, September 22, at 11:00 am 2. A planholder has asked about potential staging areas for the project. City locations suggested by the contractor, and potentially the parking area on the north side of Hughes Way east of Pacific Coast Highway, might be able to be used under the following conditions: The City must review and approve the suggested area(s) for staging prior to their use. A On Hughes Way the section used for staging shall not be longer than 100 feet in length. o No other company shall already be using the suggested area when the PW 20-04 project contractor begins staging. 0 Materials placed on the right-of-way shall only to be enough for each day's work—no overnight storage of materials shall occur on City streets. 9 The contractor shall take Before pictures of the staging area(s) and, if damage occurs during construction, return the area(s) to original condition or better after the project construction is complete at no additional cost to the City. This may include but is not limited to, asphalt repairs, paving and re -striping. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: Print Company Name: Page 1 of 1 Date: 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489