The URL can be used to link to this page

CONTRACT 6861 Public Works ContractAgreement No. 6861 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND DOMINGUEZ GENERAL ENGINEERING, INC. WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE, AND ELM AVENUE PROJECT NO.: PW 23-15 This CONTRACT is entered into this 5" day of March, 2024, by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and DOMINGUEZ GENERAL ENGINEERING, INC. ("the Conti -actor"). 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 a total of One Million, Four Hundred Seventy -Six Thousand, Seven Hundred Thirty Eight Dollars ($1,476,738.00) for the Work in the manner set forth in the Contract Documents. 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within Nin working days (the "Contract Time.") Agreement No. 6861 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 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. 6861 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 Ci City of El Segundo -Public Works 350 Main Street El Segundo, CA 90245 Attention: Arianne Bola abola@elsegundo.org (310) 524-2364 The Contractor Dominguez General Engineering, Inc. 11096 Pipeline Ave. Pomona, CA 91766 Attention: Alejandro Dominguez dominguezalex3606@gmail.com (626)786-4536 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. 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. Agreement No. 6861 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. ELECTRONIC SIGNATURES. This Agreement may be executed by the Parties on any number of separate counterparts, and all such counterparts so executed constitute one Agreement binding on all Parties notwithstanding that all the Parties are not signatories to the same counterpart. In accordance with Government Code § 16.5, the Parties agree that this Agreement, Agreements ancillary to this Agreement, and related documents to be entered into connection with this Agreement will be considered signed when the signature ofaparty is delivered by electronic transmission. Such electronic 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. 6861 IN WITNESS WHEREOF the parties hereto have executed this Contract the day and year first hereinabove written. CITY OF EL SEGUNDO Darrell George, City Manager ATTEST; , �I Tracy Weaver',, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney Joaquin • que, Deputy City Attorney DOMINGUEZ GENERAL ENGINEERING, INC. Name: (� �w.•..�L Title: ��4z�•. A' Name: ; �w�o•-�" Title: Say, Taxpayer ID No. 0 -0 l 31 b'D L Contractor State License No.: $j1L{0t4b Contractor City Business License No.: '-tS 0 $ 2- Insurance Reviewed by: omh wr" q( lI I Ly Agreement No. 6861 PROPOSAL FOR THE WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 Date wv. 20 1 Company Name: IZr- " � a � AK ecry h 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 affect 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. 6861 EO A.L EMPL(1►YMEi'_ll" 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. AFFTRMA"T"IVE 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 Agreement No. 6861 BID SCHEDULE WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 Company Name: Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit Ouantitv Dollars/Cents Dollars/Cents I Mobilization/ LS 1 go t 000 t Demobilization -mm Traffic Control, 2 Public Safety and LS 1 `000 S Convenience 3 Utility Potholing LS I1 4 Bracing and Shoring LS 1 5 Temporary High- LS .......... 1 4-.._ Line Piping System t Construct 8-inch Ductile Iron Water Main including all 6 Fittings and Appurtenances, LF 1,840 -10 Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfacin Construct 10-inch Ductile Iron Water Main including all Fittings and 7 Appurtenances, LF 1,310 Trench Excavation, Pipe Bedding, Trench Backfill and Trench Resurfacin I-C-3 Agreement No. 6861 Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit .ant �uity Dollars/Cents en Dolls/Cts _ Dollars/Cents ww...wu.... Remove Existing 6- inch Water Main and Construct 8-inch Ductile Iron Water Main in Same 8 Alignment including LF 350 all Fittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfacing Remove Existing 6- inch Water Main and Construct 10- inch Ductile Iron Water Main in Same 9 Alignment including LF 40 all Fittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfacing Install 8-inch Gate 10 Valve and EA 9 aLOOO 1 OOD Adjustable Valve Box Install 10-inch Gate 11 Valve and EA 16 Lt Adjustable Valve e Box I-C-4 Agreement No. 6861 Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit Ouantitv Dollars/Cents Dollars/Cents Construct Fire Hydrant Connection complete including Hydrant Lateral, all Fittings and 12 Appurtenances, EA 9 Hydrant, Gate Valve, Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfacin Abandon Existing Fire Hydrant Complete including Removal of Hydrant and Piping, Trench 13 Backfill, Trench EA 9 Resurfacing, Construction of Concrete Plugs, Restoration of Sidewalk and/or Landscaping Construct 1-inch Water Service Connection, Connect to Existing Meter with New Angle Meter Ball Valve including, all 14 Fittings and EA 102 Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, Repair Existing Landscape/ Hardsca e In Kind I-C-5 Agreement No. 6861 Unit Price Item Total Item Description Estimated (in figures) (in figures) No, Unit Ouantitv Dollars/Cents Dollars/Cents Install 8-inch x 6- inch Tee in New Water Main, Install New 6-inch Gate Valve, and Connect to Existing 6-inch 15 Service Lateral EA 1 including all Fittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfac� i Remove and 16 Replace Existing EA 10 5-00 l OOO Water Meter Box Remove and Reconstruct 4-inch Thick Concrete 17 Sidewalk at Water SF 150 Meter Box Replacement Locations Connect to Existing Water Main including all Pipe, Fittings and Appurtenances, Trench Excavation, Pipe Bedding, 18 Trench Backfill, LS 14 Trench Resurfacing, i Removal of Interfering Portions of Existing Pipe and Valves, Cut and Abandon Existing Water Main(s) and Valve s) I-C-6 Agreement No. 6861 Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit Quantity wwwwDollars/Cents Dollars/Cents, m Cold Mill and Overlay top 2" Asphalt Concrete per specifications for full width of the streets, including all 19 necessary SF 120,600 Temporary and Permanent Traffic Striping and Markings, Manholes and Valve ......._ adiustments TOTAL BID FOR ITEMS 1-19 IN FIGURES TOTAL BID WRITTEN IN WORDS: I-C-7 d Agreement No. 6861 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) i Business � e,� � _°�-w. Address. , ..........� Telephone No. .... ' Facsimile No. State Contractor's License No. and Class 1 DAlo Original Date Issued Expiration Date The following are the names, titles, 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: M All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: • µ `v,, r. I-C-8 Agreement No. 6861 BIDDER'S INFORMATION (CONTINUED) Company Name: Bidder shall list the name of the person who attended the mandatory pre -bid job walk: Name: i .- a v S 1 Effl", as I-C-9 Agreement No. 6861 IN WITNESS WHEREOF, BUDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this_c2 3 day of _J_q BIDDER Subscribed and sworn to this c2 3' day of j+ e NOTARY PUBLIC Se 1-c- 10 Agreement No. 6861 CALIFORNIA JURAT GOVERNMENT CODE § 8202 aiard,M ik 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 Subscribed and sworn to (or affirmed) before me on this 3 day of li^ 20 by Date Month Year ADRIANA DURAN Notary Public - California; 5��o(and (2) »� commission # Jan t dC7' ), Comm,n ��4�� coName() of Signer �� Ca fan proved to me on the basis of satisfactory evidence to be the person(, who appeared before me. Signature Place Notary Seal and/or Stamp Above Signature of Notary Public Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Number of Pages: �83111 'bo-%f, ,� 1 �� 'w1 �kf0169� ©2019 National Notary Association PROPOSAL GUARANTEE BID BOND WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 KNOW ALL MEN BY THESE PRESENTS that, Dominguez General Engineering,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 Of The Total Amount Bid DOLLARS ($ 10 o Of Bid, 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 22nd day of .....JanuaryITmmry 20 24 11096 Pipeline Ave, BIDDER* Domin uezJG ner Engineering, Inc. Pannone, CA 9170.6. I 'DIrciyet SURETY* Old RePLMic Surety Corn Telephone: (909) 461-3658 14728 Pipeline Ave., Suite E Chine Hills, A 91709 Telephone: (909) 367-2015 Matthew R. Dobyns , Attorney -in -Fact, 1633 E. 4th Street, Suite 228, Santa Ana, CA 92701 , Telephone: (714) 541-4700 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. Agreement No. 6861 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 OW10 ;i IMZI ua? ar, rr is u " a `i nC'NurMMMU' M 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 n 16colowatno On — yN0awr Aozq before me, , I"L a l � Y Doe Here Inse rt Name and Title of the OYker personally appeared 0 of Signers" who proved to me on the basis of satisfactory evidence to be the person(? whose names2ifter/their are subscribed to the within instrument and acknowledged to me that st elthey executed the sarr�e in authorized capacity(i , and that by i)heritheir signaturetA on the instrument the personA, or the entity upon behalf of which the person acted, executed the instrument. ADRIANA tfU ANNotary Public • CaiifornfaSara Bernardino Coun,ty Cormrni$Sion N 241 f88 i0my Comm Expires Jan its, 202 Place Notary Seal and/or Stamp Above 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. c Signature ......:. Signature of Notary Public Vr 1 IVIVliL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document Document Date:. Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: —_..................... ........ ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: . Signer is Representing: Number of Pages: Signer's Name. ❑ Corporate Officer — Title(s): ,. ...... ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: .._..... _ Signer is Representing:... ...... ._.... _ fl�*Ol h , "r ©2019 National Notary Association Agreement No. 6861 L REPUBLIC SUETY 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 Attorney(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 of benefits, or black lung bonds), 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, 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, recognizances, and suretyship obligations of all kinds; and said officers may remove any such attorney -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 11th day of August 2022 OLD REPUBLIC SURETY COMPANY + a nri rea+ 0 liss:..me4 Se.crexa "•.." President amnr+ ri �wn nre"+ STATE OF WISCONSIN, COUNTY OF WAUKESHA - SS On this 11th day of , August 2022 , personally came before me, Alan eayfic and Karen J Haffner 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. y�vA�� ,.- , Notary Public My Commission Expires: SepteMbgr 2802 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument) I, 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., 01 ,,,,, µ "t, os 22nd, January 2024 yy, 74 7097 S'u SEAL d " Signed and sealed at the City of Brookfield, WI this day of � o ran �+✓ ^'w . ORSC 22262 3-06 r++r *rr+ -- _4 Assis. ,it Secrets l R.S. Bonding & Ins Agency Inc Agreement No. 6861 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 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 ORAN E On January 22nd, 2024 before me, EKI1 A G. MORGAN N TARY PUBLIC, personally appeared MATTHEW R. QOBYNS , ERIKA G. MORGAN COMM. #2354018 NCTAW(NaLIC • CALIFORMA 0 ORANGE COUNTY who proved to me on the basis of satisfactory evidence to be the person(-S) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in histhegtheif authorized capacity (ies), and that by hisfhr signature{} on the instrument the person{e}, or the entity upon behalf of which the person{e} acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS mThand and official seal. re of 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 Agreement No. 6861 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: A k, 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 14a _ _ _µµµµ,a 20 ' at (insert City and State where Declaration signed). Signatur g�VL 1- Typed Name 1 ti Title Ino , Cutnpan. Name I-C-12 Agreement No. 6861 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 ekorm ,y N w ; 0 r wama rartKy00.0 (s�,��:SN"GIR" a vaS uil; i tt a+. w d f ROB, A notary public or other officer completing this certificate verifies onlythe 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 1 County of _.....� tir ',t........._ J} Y�Ck On Date before me, rnii, Name and Title of�Mef,4-Here Inr personally appeared of Signer* who proved to me on the basis of satisfactory evidence to be the personivj whose name(V&are subscribed to the within instrument and acknowledged to me that&she/they executed the same in fher/their authorized capacity(i.P,0, and that by&herltheir signature on the instrument the personA, or the entity upon behalf of which the person acted, executed the Nnstrurnent. y Naot4ry Public- Catifbrnia 5an'irnardina County Cornrnisslan 2434486 `MMy Comm, EXPmres Jan 16, 2027 Place Notary Seal and/or Stamp Above 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. Signature rE,e& % A Signature of Notary Public Vt" 1 IVI1409L Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ........... ❑ Corporate Officer — Title(s): ..........._. ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: .W.�......................... Number of Pages: Signer's Name: _m ❑ Corporate Officer — Title(s):.. _ ......... __ ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: ..... _.._.._. Signer is Representing:.,_ ........ 4,96'm P MMMM's M.MMO 1020MMMMr. d v N MMMMM01� E" rya e i rrN l akT u, 9 'N N e "u 'yam k Ck 02019 National Notary Association Agreement No. 6861 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss„ County of &.401.,fto 6 Le oA , being first duly sworn, deposes and say that e r she is of k Cxr."644A 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. SignaturW' e Typed Name r54 Title I-C-13 � � '-L MR m Name �,� idder/Company Nan e Date Agreement No. 6861 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 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 r�4ri 2�f w Q On before me„ Zko N' -e b 1 ate Here Insert Name and Title of Officer personally appeared ta of Signer4g) who proved to me on the basis of satisfactory evidence to be the person( whose name) u are subscribed to the within instrument and acknowledged to me tha u. slietthey executed the same rn ii her/their authorized capacity(ipsl, and that by&herltheir signature on the instrument the person t), or the entity upon behalf of which the per on(�r acted, executed the instrument. *my ADRIANA DURAN Notary Public - California San Bernardino County Commission # 2434488 Comm. Expires Jan 16, 2027 Place Notary Seal and/or Stamp Above 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. Signature Signature of Notary Public Vr A IVINF1 Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: — Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): —. ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing.. Number of Pages: Signer's Name: _.......................... ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: � ;W��:��1�`.��"4'�'air>�z��' �"+;'�r��&.�t5atW2�:��"��,�i�1krk?:��1�ur,�a�r�;�:'ax�tu ,�F?��7��T1�r,+„��;�w��`%�7 �.9 ��rrvgi�+4�� '�r✓��9 kC'o�r°�+�'x t �«�"�� r,�?!�r'��o� �^3u�i�fii~GJ ©2019 National Notary Association Agreement No. 6861 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 perlormance of the work of this contract." Signature of Bidder: Title: a Business Name: Business Address: ; Telephone Number: ( )- ) - �3 Dated this 3_ day o t� ., 70L I-C-14 Agreement No. 6861 N DESIGNATION OF SUBCONTRACTORS WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 Company Name: " k w H As detailed in Section 2-3.1 (Page I1-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 Description of License No., & Portion of Name of DIR Work Estimated Subcontractor Address Registration No. Po Subcontracted $ Amount 00 1 w. ember and Street) (CSLB #) 4 G C7 gn iov000ft. rLGLXi gr l 3 3 SGr b,oev 1 1 r 1 ✓ `Gt t. ake c ie ` of this page ( if additional space is needed) ryM.. Si mature of Bidder Date I-C-15 Agreement No. 6861 REFERENCES Company Name: vt C - 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: c 1. Project Title: Location: Name and address of owner Name, current telephone number, and email 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? - 2. Project Title: Location: Name and address of owner Name, current telephone number, and email 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-16 k Agreement No. 6861 _.. Inc 11096 Pipeline Ave. Pomona CA 91766 Tel. 909-461-3658 Fax 909-61-3678 License No. 814046 DIR 1000006121 Water Project References Job Name: Bandera Ave -San Bernardino Pipeline Replacement Owner: Monte Vista Water District Type of Work: installation of 6,477 LF of 12" PVC, 1,416- 8" PVC 13 Service Connections, 10 gate valves, 27-6" Fire Hydrants, 79 Service Laterals, 9,537 LF Trench Repair Curb and gutters, 203,601 Cold mill & Overlay 4" blowoff Supervisor: Jose Gomez Contract: 2,999,169 Contact: Michael Tse 909-624-0035 Estimated completion: 12/2022 Job Name: CDBG Bender Ave, Carter Ave, Santa Fe Ave. Area Water & Street improvement Owner: City of Glendora Type of Work: The scope of work entails trenching and installing 8-inch water pipe(6,600 LF PVC, tie-in to existing water system, installing new services (123), water meters, and fire hydrants(13). Additionally, this project includes cold milling asphalt pavement and overlaying with ARHM, removing existing sidewalk, curb, gutter, and landscape and constructing ADA curb ramps and PCC sidewalk. The project also includes re-establishment of survey monument Supervisor: Jorge Aguilar Contract amount: $2,346,900.00 Contact: MalihaAnsari Estimated completion: 12/22-4/2023 Job Name: Misc. Water Main Replacement, I-153, 405IN Highschool B2022-2 Owner: City of Torrance Type of Work: installation of 883 LF 4" DIP, 6,169 6" DIP, 2,404 LF 8" DIP pipe, 217'installation'/ water service, 22 -1" water service, 3-4" gate valve, 30-6" gate valve, 10-8" gate valves, 2 -IT' 21 Fire hydrants Supervisor: Jose Gomez Contract: 3,107,510.00 Contact: John Dettle 310-618-2931 ext 3059 Estimated completion: 12/2022-7/2023 Jobs Completed: Job Name: St. Vladimir, Cossacks & Lawford Water & Street Improvement Owner: City of Glendora Type Work: Installation of 3,810 LF of 8"DI Pipe, 14- 8" gate valve with box assembly, 83-l" service connection new main, Construct curve & gutters, Construct Sidewalk and install fire Hydrant assemblies Supervisor: Martin Nava Contract Amount: $1,161,000.00 Contact: Maliha Ansari 626-914-8294 Completion date:10/26/2022 Agreement No. 6861 omio uez General Engineering, -Inc. PO BOX 2504 Pomona CA. 91766 PHONE 909-461-3658 FAX 909-461-3678 WATER JOB HISTORY/REFERENCES Jobs Conn leted recenfl Job Name: Construction of Miscellaneous Water Main Replacement, I-153 Sepulveda Blvd Owner: City of Torrance Type of Work: Installation of 8,700 LF, of 8-inch DIP, inverts below conflicts work also includes ,excavation, backfill, trench. resurf-wing, 209 nasta.laation of water services, fire hydrants, blow offs, ah-vacs, tralffic control, and other appurtenant work. Supervisor Jorge Aguilar Contract amount: $2,046,000.00 completed 06/2022 Contact: Wilson Mendoza (310) 618-3052 Supervisor Jorge Aguilar Job Name: Nutwood/Yale Area Infrastructure Improvements Project Owner: City of Fullerton Type of Work: Installation of 6,805 LF of 8-inch PVC, inverts below conflicts work also includes ,excavation, backfUl, trench. resurfacing;, 137-installation of wakes- services, fire hydrants, blow offs, air -vacs, traffic control, and. other allpurtenant work, 'Sewer Main removal and replacement of 2,820 LF of 10" VCP/8" VCP, laterals, manholes and street paving. Supervisor Jorge Aguilar Contract amount: $2,148,720.00 completed 04/2022 Contact: Michael Johansen (714) 738-6865 Supervisor Jorge Aguilar Job Name: FY2018-2019 Water Main Replacement Project, SP2594 Owner: City of Santa Monica Type of Work'.: Installation of 2,900 :LF of8-inch PVC/5,750 LF of 12-inch PVC water, inain/850 LF of 20--inch DIP, inverts below conflicts work also includes,excavation, backfill, trench resurfacing, installation of water services, fire hydrants, blow offs, air -vacs, traffic control, and other appurtenant work. Supervisor Jorge Aguilar Contract amount: $4,937,050.00 completed 05/2020 Contact: Carlos Rosales (310) 628-9368 Supervisor Jorge Aguilar Job Name: Ada Ave Main Replacements Plan 1266-1267 Owner: City of Glendora Type of Work: installation of 2,450 LF of 8-inch D71I1/2,200 LF of 6--inch DIP water main, inverts below RCB storm drain work also includes excavation, backfill, trench resurfacing, installation of water services, fire hydrants, blow offs, air -vacs, traffic control, and other appurtenant work. Supervisor Jose H. Gomez Contract amount: $1,127,594.70 completed 02/2020 Contact: Maliha Ansari (626) 914-8294 Supervisor Jose Gomez Job Name: Alley Water Main Conversion, Liberty Court Owner: Long Beach Water Departane.art Type of Work installation of 1,195LF of 8-inch DIP "I"R-FLI?,X water main. , Installation of :190LF. of 4-inch Water main work includes ,excavation, backfill, trench resurfacing, Installation of water services, customer private services, fire hydrants traffic control, and other appurtenant work. Supervisor Jose Gomez Contract amount: $950,000.00- completed 06/2017 Contact: Jacob Hester (714) 713-2975 Supervisor Jose H. Gomez Job Name: Amelia Avenue -Route 66 to Country Club Drive Water Main Replacement Owner: City of Glendora Type of Work: installation of 2,000 LF of 16--inch .DIP water main, Installation of (2) 30-inch casings and inverts below RCB storm drain work also includes ,excavation, backfill, french resurfacing, installation of water services, fire hydrants, blow offs, air -vacs, traffic control, and other appurtenant work. Supervisor Jose H. Gomez Contract amount: $542,000 completed 09/2016 Contact: Maliha Ansari (626) 914-8294 Supervisor Jose Gomez Job Name: Construction of flinch and 10-inch Water Main Project E-960 & E-961 Owner: Crescenta Valley Water District Type of Work: instarllation of 1,F.. 625 LF of 8-inch. steel water main., Installation of 920I.of 10-inch 'Water main work includes ,exc-avation, backfill, trench resurfacing, installation of water services, {ire hydrants traffic control, and other appurtenant work. Supervisor Jose Gomez Agreement No. 6861 CoAt'rad amount: $616,350.00 Completed 08/2016 Contact: Christina Olmedo 818-248-3925 ext. 4115 Supervisor Jose H. Gomez Job Name: Cast Iron Main Replacement Owner: Long Beach Water Department 1800 E Wardlow Rd., Long Beach CA 90807 'type of Work: Furnish and install 12"DIP 123LF., 8" DIP 1071 LF., 6"DIP 2156LF. 10" casing and 6"DIP 15LF. Install Gate valves: 9 8" valves and 7 — 6" valves., install 10 new fire hydrants, install 4- 4" fireline and 1-8" fireline., install 29 1" copper services, 5- 1.5" services and 9- 2" services, reconnect 2-3/4 water services, 6- 1 " water service, 7- 1.5" water services and 9- 2" water sex -vice. 2- Hot top to exist 20" main. connect to existing 12", 8" and 6" mains. Slurry seal and restriping. Contract amount: $1,125,050.00 Completed 5/2016 Contact: Azhar Khan 323-401-7830 or Abelardo Rendon P,E. 562-570-2341 Supervisor Jose Gomez Job name Water main Replacements various locations Project # 10101 Owner: City of Beverly Hills 345 Foothill Rd., Beverly Hills, CA. 90210 Type Work: installation ofil,185LF,of 8"inch DIP push on joints, slurry installed, 7868 LY, of 8inch Dip restrained joins, slurry in place, 1,500 1.2 inch DIP, push upjoints , 985 16inch Dill restraffiedjoints, 66 butterfly valves, 26 12inch butterfly valve, 200 linch short domestic service, 218 long domestic service, 40 2inch short domestic services, 57 long domestic services, 300 traffic rated meter box with bolted lid for finch service, 45 traffic rated meter box with bolted lid for 2inch service, remove and dispose of 2000LF of interfering pipe, 120 sewer lateral connections, 48 inch PCC remove and reconstruct alley approach, Contract: $4,012,356.39 Completed: 10/2015 Contact: Charles Gettler Inspector 310-925-0702 or Tristan Malabanan Civil Engineer Supervised by Jose Gomez Job Name: Stagecoach Park Reclaimed Waterline Owner: City of Corona, 400 S. Vincent Ave, Corona CA 92882 Type of Work: Installation of approximately 7,300 LF of 20" DIP, connection of mainlines to existing, installation of services, Air Vacs. Blow offs, Flow Control Sation Contract amount: $2,443,000 Completed 05/05/2015 Contact: Mayra Cabrera 951-739-4842 Supervised by Javier Mendoza Job Name: David Lane Pipeline Replacement Owner: Eastern Municipal Water District, 2270 Trumble Rd. Perris Ca 92570 Type of Work: Installation of approximately 1885 PVC, connection of mainlines to existing, installation of services, PRV's DCDA and abandonment of 4" ACP pipe Contract amount: 925,000 Completed 11/29/2014 Contact: Mario Rodriguez 951-300-3087 Supervised by Javier Mendoza Job name Waterline Replacements in alleys and Streets Project# 10094 Owner: City of Beverly Hills 345 Foothill Rd., Beverly Hills, CA. 90210 Type of Work: 13,527 LF. of 8" DIP class 52 push onjoints,2000 LF. of 8"class 52 restrained joints, Valve box, reconnect of fire hydrants, fire services, domestic services, traffic meter boxes, sewer laterals, PCC alley approach, Polyethylene encasement around pipe. Contract: $2,296,500 Completion date: 7/31/2013 Contact: Charles Gettler Inspector 310-925-0702 or Juan Martinez Civil Engineer Supervised by Victor Dominguez Job Name: Cast Iron Main Replacement Owner: Long Beach water Department, 1800 E. Wardlow Rd. Long Beach Ca. 90807 "I'Ype of "Work:. Installation of 12" 4,920U, 8" 360LF, 6" 892LF, 4" 35LF Ductile Iron Pipe, Installation of New Fire hydrants, Butterfly Valves, New'Valves, Copper Service Laterals, 20" inch steel pipe casing, Blow off assembly, line stop, and pipe dewatering. Contract: $2,109,125.93 Contact: Wendy Chen civil Engineer 562-570-2324 Began: 5/11/2012 Ended 12/2012 Supervised by: Victor Dominguez Job Name: 12" inch Transmission Main Relocation Owner: City of Seal Beach Type of Work: installation of 12inch Ductile Iron pipe,179 Lf, installation of 2158 U, Of 'FR-flex restrained Joint Ductile iron Pipe, new Fire hydrant assembly, Blow off assembly, 18fiich CML & Steel end cap and abandonment of 18 inch CML & Steel water main, Contract: $453,094.00 Contact: Tom Casulas 562-431-2527 Ext. 1346 Began 5/11/2012 Ended 6/29/2012 Supervised by Adolfo Dominguez Job Name; Water Main Improvement phase 2 Agreement No. 6861 . L 04ner: City of Inglewood one Manchester Blvd. Inglewood CA. 90301 .Type of work: furnish and install 8"(23101f.)& 12" (36001f.) D I P cl 350 pipe, installation of 8"(35) & 12"(34) GV, installation of 1"(92) and 1 1/2 "(3) services, Fire hydrants and Tie-in works Contract: $889,090.00 Contact; Boytrese Osias at 310-412-5333 Jose Ramirez 310-412-5333 began 2/6/2012 Ended 5/25/2012 Supervised by Adolfo Dominguez Job Name: Water system Improvement Owner: City of Bell Gardens 8327 Garfield Ave. Bell Gardens, CA. 90201 Type of Work: installation of 6", 8", & 12" DIP class 52 water main. Installation of 6', 8" & 12" Gate valve & Box. Water service connections for 1' & 2" services. New Fire hydrants Contract: $730,229.00 completed 10/2011 Contact: Arjan Aidnani #626-780-8154 project manager./ Sid Mousavi # 562-806-7770 Engineer Supervised by Adolfo Dominguez Job name Waterline Replacements in alleys and Streets Project # 10091 Owner: City of Beverly Hills 345 Foothill Rd., Beverly Hills, CA. 90210 Type Work: installation of 10,330 LF. of 8"inch DIP class 52, push on joints, slurry installed, 9,034 LF. of 8inch Dip class52 , restrained joints, slurry in place. Polyethylene encasement around DIP, 36 -8inch Butterfly valve with valve box, 14inch and 16inch butterfly valve replacement, install and remove traffic rated Meter box with bolted cover for 1" & 2" service, abandonment of interfering portions of 4", 6" & 8" pipe, remodel sewer house connections, reconstruct PCC alley approach, linestop for 14" & 16" butterfly valve replacement, reconstruct 9 fire hydrants, re -connect 1,2,3 & 4 inch domestic services Contract: $3,197,670.00 Completed: 7/8/2011 Contact: Charles Gettler Inspector 310-925-0702 or Juan Martinez Civil Engineer Supervised by Victor Dominguez & Adolfo Dominguez Job Name: Foothill Blvd. Water Improvement (Grand Ave. to Cullen Ave) Owner: City of Glendora 116 E. Foothill Blvd., Glendora, CA. 91741 Type Work: install 46991f. Of 16" ductile iron pipe CL 350, 741f. Of 30" steel pipe casing 1/2" wall thickness under railroad way, 17 of 16" butterfly valves, 10 6" fire hydrant assembly, 6" blow offs, 1" & 2" water service assemblies. Contract: $1,276,752.00 Contact: Civil Engineer Jason Roeghrborn 626-914-8253 cell 626-374-5336 Supervised by Adolfo Dominguez Completed: 3/2011 Job Name: Cast Iron Main Replacement — Artesia Blvd Owner: Long Beach Water Department 1800 E. Wardlow Dr., Long Beach CA. 90807 Type work: Furnish an install 4", 6", 8", & 12" Ductile Iron water line. Installation of cooper service Laterals, reconnections of services, fire hydrants, and installation of valves. Contract: $1,665,824.82 completed: June 15, 2010 Contact: Azhar Khan 323-401-7830 consultant engineer CH2M Mill, Inspector Ed Mendoza 562-577-6560 Inspector: Mike White 805-302-5375, Wendy Chen 562-570-2324 civil engineer, Supervised by Adolfo Dominguez Job Name: Alley Service Connection Conversion Owner: Long Beach Water Dpt. 1800 Wardlow DR., Long Beach Ca. 90807 Type of Work: 1", 2". 3", water service connections, 4", 6", and 8" DIP water main installation, hot tap including gate valves, and fire service installation Contract: $729,950.00 completed: 9/2009 Contact: Ed Mendoza 562-5776560, Dave Stuetzel # 714-665- 4500, Supervised By Adolfo Dominguez Job Name: 2008/2009 Water main Replacement Owner: City Of Monterey Park 320 W. Newmark Ave, Monterey Park, CA. Type of work (description): Installation of 270Lf. 12", 2520LF. 8" cement mortar ductile iron pipe with fittings and appurtenances. Furnish and install new fire hydrants and connections. Contract: $586,847.74 completed 3/09/2009 Contact: Vennie Bermudez Engineer #310-749-9309 Agreement No. 6861 i Adolph Villalpando 626-307-1294 Water Distribution Supervisor, Supervised by Adolfo Dominguez Job Name: Artesia Pilar Neighborhood Water main Improvements Owner: City of Santa Ana 20 Civic center plazas, Santa Ana, CA. 92701 Type of Work (description): installation of 702811. Of 12", 8560 L£ 8", class200 AWWA c900, PVC water main. Construct water services, fire 'lane connections, and new fire hydrant assembly Contract Amount: $1,858,549.60 completed: 1/2009 Contact: Ed Torres # 714-647-5018 engineer cell 626-378-1372 Supervised By: Adolfo Dominguez Job Name: Water System Improvement Owner: City of Bell Gardens 8327Garfield Ave, Garfield CA. 90201 Type Of Work: (description) installation of 40Lf. Of 6" DIP class 52, 1180LF. 8" DIP class 52& 580Lf. DIP class52. Water service connections, gate valves, and box, new fire hydrants. Contract Amount: $314,650.0 Completed 12/2008 Contact: Adolph Villapando #562-322-5495 inspector (engineer no longer with the city) Supervised by: Adolfo Dominguez Job Name: Edmonton Rd Water Main Owner: City of Glendale water and power 141 N Glendale Ave, Glendale, CA. 91206 "Type of Work description) install 8850Li Of 8" Pressure class 350 ductile iron pipe with fittings and appurtenances. Furnish and install copper tube services to new main. new fire hydrants, sewer laterals 8" & 6" gate valves, blow off assemblies. Contract Amount: $1,191,905.00 completed 11/05/2008 Contact: Carlos# 661-644-2263 inspector Contact: Ken Hong # 818-548-3964 engineer Supervised by: Adolfo Dominguez "Completed with no claims, Mediation, Arbitration or lawsuits" Agreement No. 6861 Project Title: Location: ..................... Name and address of owner Name, current telephone number, and email 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, current telephone number, and email 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-17 Agreement No. 6861 5. Project Title: Location: Name and address of owner Name, current telephone number, and email 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 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: ® o _ .._ r✓ I-C-18 Agreement No. 6861 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.! PW 23-15 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 El 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 ignaftire Name (Please Print) I-C-19 Agreement No. 6861 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 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 Bidder's. hnature I-C-20 Agreement No. 6861 END PROPOSAL SECTION I-C-21 THE FINAL PRIMMW PREDICATED ON THE FINAL CONTACT PRICE FAITHFUL PERFORMANCE BOND WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE, AND ELM AVENUE PROJECT NO.: PW 23-15 Bond No. WCN 7459849 Bond Fee: Please see attached invoice. Dominguez General Engineering, Inc. ("PRINCIPAL") and Old Republic Surety Company , 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 One Million, Four Hundred Seventy Six Thousand, Seven Hundred Thirty Eight Dollars ($1,476,738.00) 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 23-15, 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 23-15, 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 (CITY DRAWING FILE NO. PW 23-15) 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 completion and acceptance by CITY. I-E-1 Agreement No. 6861 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 23-15 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 Agreement No. 6861 SIGNED AND SEALED this 15th day of March , 2o24__ Don n uez Ge Feral En need, Inc. Old RepublicCo, i .zany zz B B � w Y: PRINCIPAL s I)RESiDENT SURETY'S Attorney -in -Fact Matthew R. Dobyins. PRINCIPAL's SURETY'S SECRETARY PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: 11096 Pipeline Avenue 14728 Pipeline Ave. Suite E Pomona, CA 91766 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. 6861 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 MNI . tr r; ; i"'RiT 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 arch,JOLD O On RQYrA1��ebefore me, Here�lrtName and Title of I54f t��1 G) �� he Offmc personally appeared of Signer � i 1.. y]gUt2 a ((JJ who proved to me on the basis of satisfactory evidence to be the person&'whose name(gisho subscribed to the within instrument and acknowledged to me that he/sheilaexecuted the same in his/her' he hie siginature� on the instrument the persor or the entity authorized capacitya, and that by his/her Ripon behalf of which the persond), acted, executed the instrument. ADRIANA DURAN Notary Rubi CaiirornNa r San Bernardino County Commission # 24 448R �%4Y Comm. Expirs .din ti6, 2D27 Place Notary Seal and/or Stamp Above 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. r Signature 112 Signature of Notary Public Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: W, ❑ Corporate Officer — Title(s):., ....... ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: .................... Signer is Representing: Number of Pages: Signer's Name:............. ❑ Corporate Officer — Title(s): .....,� ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: ............... ... ........ Signer is Representing: ,m 3 W mmmrr, �&=,WNp m MINC 02019 National Notary Association Agreement No. 6861 *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 Attorney(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 of benefits, or black lung bonds), 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, 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, recognizances, and suretyship obligations of all kinds; and said officers may remove any such attorney -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 11th day of Au ust 2022 001"a�„� OLD REPUBLIC SURETY COMPANY i.Qaru4 Secroda `"a ns President STATE OF WISCONSIN, COUNTY OF WAUKESHA - SS On this 11th day of August 2022 , personally came before me, and Karen J Haffner 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. 01AQ W Notary Public My Commission Expires: September 28 2026 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument) I, 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 u ,c S us?4��, s, SEA 747097 L _� "�� ORSC 22262 (3-06) R.S. Bonding & Ins Agency Inc Signed and sealed at the City of Brookfield, WI this 1 rth day of arch 2024 c AasV�edt 3�pa¢els mu ' i7 �ng�n�, Agreement No. 6861 STATE OF CALIFORNIA DEPARTMENT OF INSURANCE SAN FRANCISCO Certificate of Authority Tms Is To CEHToy, That, pursuant to the Insurance Code of the State of Cale f ornta, Old Republic Surety Company of Brookfield, Wisconsin , organized under the laws of Wisconsin , subject to its Articles of Incorporation or other fundamental organizational documents, is hereby authorized to transact within this State, subject to all provisions of this Certificate, the following classes of insurance: SURETY, LIABILITY and MISCELLANEOUS as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. Tms CERTmcATE is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all, and not in violation of any, of the applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in effect and applicable, and as such laws and requirements now are, or may hereafter be changed or amended. IN WrrNm WHEEmor, effective as of the 14 t to Of- December , I9 90 , I have hereunto set my hand and caused my official seal to be affixed this 14 th _ day of December Yg 90 By Qualification with the Secretary of State m st be accomplished as required by the California CorporatWW Code promptly after issuance of this Certificate of Authority. Failure to do so will be a violation of Ina. Code Sec. 701 and will begrounds for revolting this Certificate of Authority pursuant to the covenants made in the application therefor and the conditions contained herein. FORM CB.a a ems, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Agreement No. 6861 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 personally appeared MATTHEW R. DOBYNS v�ea ® who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/afe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in histhey authorized capacity fie*, and that by his/heFfthei signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 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 l TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT Agreement No. 6861 LABOR AND MATERIALS BOND WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE, AND ELM AVENUE PROJECT NO.: PW 23-15 Bond No. WCN 7459849 Bond Fee: Please see attached invoice. Dominguez General En ineerin .. Inc 1 as principal ("PRINCIPAL") and Od Republic Surety Company , a corporation incorporated under the laws of the State of I 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 One Million, Four Hundred Seventy Six Thousand, Seven Hundred Thirty Eight Dollars ($1,476,738.00) 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 WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE, SPECIFICATIONS NO. PW 23-15 ("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 23-15, 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 (CITY DRAWING FILE NO. PW 23-15), 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. 6861 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 23-15, 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 Agreement No. 6861 SIGNED AND SEALED this 15th day of Dornipgoez Cenp°al Enn une� , I By. PRINCIPAL P ESI:I ENT PRINCIPAL's PRINCIPAL's MAILING ADDRESS: 11096 Pipeline Avenue Pomona CA 91766 March 20 24 Old Rewublic Surety Comm SURETY'S PqNMPUXX Attorney -in -Fact Matthew R. Do'ayns SURETY's SECRETARY SURETY's MAILING ADDRESS: 14728 Pipeline Ave., Suite E 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 Agreement No. 6861 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 "aawmwe ';w yun, xoim 8110, ,2,10 TIA-M, 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 1 County of .: An _m _ i 6 J} On ... 22 ..�.� before me, �� _�. . ,?�""� w Date Here Insert Name and Title of t . Officer personally appeared of Signer who proved to me on the basis of satisfactory evidence to be the person whose name isl r subscribed to the within instrument and acknowhedged to me that he/she/(9executed the same in his/he h authorized capacity e ), and that by hi's/her/ a signatures"s) on the instrument the person , or the entity upon behalf of whic the persono acted, executed the instrument. *my ADRIANA DURAN Notary Public • California San rnardino County Commission # 2434488 Comm. Expires Jan 16, 2027 Place Notary Seal and/or Stamp Above 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. Q Signature... Signature of Notary Public Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s):._ ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing:. m Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: ................. Signer is Representing: t�T3'h��°��'C y�'µr��r'^�1��+4�✓+r��s,"y��'7a�e� uy'��l��fi��''�;� ��: �+,�� r��l��:�xcir��"ffif��C°2�rv�.��"ry��la�u��"��a ��,��vi~"rFw�a��.r�R�:rr-�r.~e� � �% �tstiSGr��Ca^r� C�'y1�3,m�'��;�k�^ C2019 National Notary Association MOM w Agreement No. 6861 OLD REPUBLIC SURETY CO�MPANY 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 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 of benefits, or black lung bonds), 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, 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, recognizances, and suretyship obligations of all kinds; and said officers may remove any such attorney -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 11th day of August 2022 su1w OLD REPUBLIC SURETY COMPANY g. I�Z.a, npsacrsta "a, * Y President *nweauzro STATE OF WISCONSIN, COUNTY OF WAUKESHA - SS On this 11th day of Au ust 2022 , personally came before me, and Karen J Heffner 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. Y, ,e eEAhNt W Notary Public My Commission Expires: Se ternber 28 2026 CERTIFICATE (Expiration of notary's commission does not invalidate this instrument) I, 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. Y 5h M1 daVkapV. 1:5th March 2024 747097 g << SEAL i : Signed and sealed at the City of Brookfield, WI this day of x �¢ ORSC 22262 (3-06) R.S. Bonding & Ins Agency Inc Agreement No. 6861 Igo '5410 STATE OF CALWORNIA DEPARTMENT OF INSURANCE SAN FRANCISCO Certificate of Authority Tim Is To cimmry, That, pursuant to the Insurance Code of the State of California, Old Republic Surety Company Of Brookfield, Wisconsin , organized under the laws of Wisconsin , subject to its Articles of Incorporation or other fundamental organizational documents, is hereby authorized to transact within this State, subject to all provisions of this Certificate, the following classes of insurance: SURETY, LIABILITY and MISCELLANEOUS as such classes are now or may hereafter be defined in the Insurance Laws of the State of California. Tffis CERTmcATE is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all, and not in violation of any, of the applicable laws and lawful requirements made under authority of the laws of the State of California as long as such laws or requirements are in effect and applicable, and as such laws and requirements now are, or may hereafter be changed or amended. IN WrrxEss WHmwF, effective as of the— ! try of- December19 90 , I have hereunto set my hand and caused my official seal to be affixed this 14th _ day of N ecember ,I9 90 B Qualification with the Secretary of State must be accomplisheJ. as required by the California Corporatiobw Code promptly after issuance of this Certificate of Authority. Failure to do so will be a violation of Ins. Code Sec. 701 and will be grounds for revolting this Certificate of Authority pursuant to the covenants made in the application therefor and the conditions contained herein. Four C9-3 ee s4al CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Agreement No. 6861 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 CALIF RNIA County of RANGE On before me, ERIKA G. MORG N NOTARY PUBLIC personally appeared MATTHEW R. DOSYN ® who proved to me on the basis of satisfactory evidence to be the person(s) whose name() is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/thei authorized capacity {ies), and that by hisjb�ir signature(s) on the instrument the person(), or the entity upon behalf of which the person(-S) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 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 [l TRUSTEE(S) ® GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT Agreement No. 6861 CONTRACT DOCUMENTS PLANS & SPECIFICATIONS •� WATER :MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 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 MANDATORY PRE -BID MEETING TUESDAY, JANUARY 9, 2024 AT 9:00 AM CITY HALL COURTYARD (SEE NEXT PAGE FOR LOCATION MAP) 350 MAIN STREET EL SEGUNDO, CA 90245 BIDS DUE TUESDAY, JANUARY 239 2024 AT 11:00 AM I Agreement No. 6861 MANDATORY PRE -BID MEETING LOCATION: Agreement No. 6861 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, JANUARY 23, 2024 IN THE OFFICE OF THE CITY CLERK CITY HALL 350 MAIN STREET EL SEGUNDO, CALIFORNIA 90245 AT WHICH TIME THEY WILL BE PUBLICLY OPENED 3 Agreement No. 6861 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 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. 6861 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 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-B-2 I-B-3 I-B-3 I-B-3 I-B-3 I-B-4 I-B-5 I-B-6 I-B-6 I-B-6 I-B-7 I-C-1 TO C-17 I-C-1 I-C-3 TO I-C-7 I-C-8 I-C-10 I-C-11 I-C-12 I-C-13 I-C-14 I-C-15 I-C-17 I-C-19 I-C-20 I-D-1 TO D-5 I-E-1 TO E-3 F. MATERIAL AND LABOR BOND I-F-1 TO F-3 SECTION II — GENERAL REQUIREMENTS A. GENERAL SPECIFICATIONS I. REGISTRATION OF CONTRACTORS 2. INSURANCE AND CITY BUSINESS LICENSE 3. EMERGENCY INFORMATION 4. FURNISHING OF WATER 5. CALIFORNIA — OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 6. SOUND CONTROL 7. AIR POLLUTION CONTROL 8. WORKER UNIFORMS B. GENERAL PROVISIONS Agreement No. 6861 PAGE II-A-1 TO A-2 II-A-1 II-A-1 II -A- I II-A-1 II-A-1 II-A-2 II-A-2 II-A-2 II-B-1 TO B-35 0-1 STANDARD SPECIFICATIONS 0-2 NUMBERING OF SECTIONS 1-2 DEFINITIONS 1-2.1 ADDITIONAL DEFINITIONS 1-3 ABBREVIATIONS 2-0 SCOPE AND CONTROL OF WORK 2-1.1 ACCESS TO PROJECT SITE 2-1.2 OWNERSHIP AND USE OF CONTRACT DOCUMENTS 2-3 SUBCONTRACTS 2-3.1 GENERAL 2-3.2 ADDITIONAL RESPONSIBILITY 2-4 CONTRACT BONDS 2-5 PLANS AND SPECIFICATIONS 2-5.1 GENERAL 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS 2-8 RIGHT-OF-WAY 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES 2-9 SURVEYING 2-9.3 SURVEY SERVICE 2-9.3.1 CONSTRUCTION SURVEYING 2-9.3.2 MEASUREMENT AND PAYMENT 3-3.2.2 BASIS FOR ESTABLISHING COSTS 3-3.2.3 MARK UP It II-B-1 II-B- I II-B- I II-B-1 II-B-2 II-B-3 II-B-3 II-B-3 II-B-3 II-B-3 II-B-4 II-B-4 II-B-5 II-B-5 II-B-5 II-B-6 II-B-6 II-B-6 II-B-6 II-B-6 II-B-6 II-B-7 II-B-7 II-B-7 Agreement No. 6861 SECTION II — GENERAL REQUIREMENTS (Continued) PAGE 3-3.3 DAILY REPORTS BY CONTRACTOR II-B-8 3-4 CHANGED CONDITIONS II-B-8 3-5 DISPUTED WORK II-B-9 4-1.3 INSPECTION REQUIREMENTS II-B-9 4-1.3.1 GENERAL II-B-9 4-1.6 TRADE NAMES OR EQUALS II-B-10 5-2 PROTECTION II-B-11 5-2.1 INCORRECT LOCATION OF UTILITIES II-B-11 5-4 RELOCATION II-B-11 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL II-B-11 OR RELOCATION 5-5 DELAYS II-B-I1 5-5.1 CALCULATING IDLE TIME II-B-I1 6-1 CONSTRUCTION SCHEDULE AND II-B-12 COMMENCEMENT OF WORK 6-1.1 CONTRACT SCHEDULE II-B-12 6-1.2 CONTENT OF CONTRACT SCHEDULE II-B-12 6-1.3 EFFECT OF CONTRACT SCHEDULE II-B-12 6-1.4 COMMENCEMENT OF CONTRACT TIME II-B-13 6-4 DEFAULT BY CONTRACTOR II-B-13 6-4.1 GENERAL II-B-14 6-4.2 TERMINATION OF CONTRACTOR'S II-B-14 CONTROL OVER THE WORK 6-4.3 SURETY'S ASSUMPTION OF CONTROL II-B-14 6-6 DELAYS AND EXTENSIONS OF TIME II-B-15 6-6.1 GENERAL II-B-15 6-6.2 EXTENSION OF TIME II-B-15 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR II-B-16 6-6.4 WRITTEN NOTICE AND REPORT II-B-16 6-7.2 WORK DAYS AND WORKING HOURS II-B-16 6-7.4 NIGHT WORK II-B-17 6-7.5 WEEKEND AND HOLIDAY WORK II-B-17 6-8 COMPLETION AND ACCEPTANCE II-B-17 6-8.1 GENERAL GUARANTY II-B-17 6-9 LIQUIDATED DAMAGES II-B-18 6-9.1 FAILURE TO COMPLETE WORK ON TIME II-B-18 6-11 DISPUTES AND CLAIMS; PROCEDURE II-B-18 6-11.1 GENERAL II-B-18 6-11.2 FORM II-B-19 in Agreement No. 6861 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 6-11.1OAPPEAL TO SUPERIOR COURT; WAIVER OF JURY TRIAL 6-11.11AB 626 CLAIMS PROCESS 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 100- 1 TERMINATION OF AGENCY LIABILITY IV PAGE II-B-20 II-B-20 II-B-20 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-29 II-B-29 II-B-29 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-33 II-B-35 II-B-35 Agreement No. 6861 SECTION III — SPECIAL PROVISIONS APPENDICES APPENDIX A: TECHNICAL SPECIFICATIONS APPENDIX B: PLANS APPENDIX C: CITY CONSTRUCTION AND DEMOLITION DEBRIS WASTE MANAGEMENT PLAN (WMP) FORM APPENDIX D: WATER DIVISION APPROVED MATERIAL LIST AND WATER DIVISION STANDARDS APPENDIX E: PAVEMENT STRIPING STANDARDS APPENDIX F: NO PARKING STANDARDS v Agreement No. 6861 NOTICE INVITING SEALED BIDS FOR THE WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 23-15 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, JANUARY 23, 2024 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 furnishing all supervision, materials, labor, tools and incidentals, as required in the specifications and contract documents for the following project: "Water Main Improvements on California Street, Sycamore Avenue, Palm Avenue and Elm Avenue Project", on file with the City's Public Works Department. The work will take place at Sycamore St. between California St. and Washington St, Palm Ave. between California St. and Washington St., Elm St. between California St. and Washington St., California St. between Sycamore Ave. and Maple Ave., California St. between Palm Ave. and Mariposa Ave. in El Segundo CA, 90245. Work on the Project must be performed in strict conformity with Specifications No. PW 23- 15: Water Main Improvements on California Street, Sycamore Avenue, Palm Avenue and El Avenue Project which is filed with the Public Works Department. Contractors bidding the project shall provide a minimum of five government agency references, preferably municipal, for 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 qualifications. Copies of the Plans, Specifications, Contract Documents and Engineer's estimate are available electronically via l ttl s:/J ww.elsc tica.or ,Overn,-ne11t/de )artrttents�cit-clerkObicl-�f A pre -bid meeting is scheduled for Tuesday, January 9, 2024, at 9:00 am, at City Hall Courtyard, 350 Main Street, El Segundo, CA 90245. Bidders' attendance at this meeting is mandatory. Questions regarding the bid shall be submitted by 4:00 pm on Thursday, January 11, 2024 bid elaa tme� is al lac-w a°ks�re uest-publ%� - r -- to �tt�s: www.else �.�r�+�.or �� rr�cr��r�ntfrl � . The terms and conditions for bidding on the Project are described in the attached Bidding I-A-1 Agreement No. 6861 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 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. Prevailing Wage: Federal Labor Standards Provisions, including prevailing wage requirements of the Davis -Bacon and Related Acts will be enforced. In the event of a conflict between Federal and State wage rates, the higher of the two will prevail. 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. I-A-2 Agreement No. 6861 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. Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders and submitted to the Public Works Department, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: "SEALED BIDS FOR PROJECT NO.: PW 23-15 WATER IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" 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 14th day of December, 2023. CITY OF EL SEGUNDO, CALIFORNIA Tracy Weaver, City Clerk I-A-3 Agreement No. 6861 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 this section must be made by production of a verified certificate of licensure from I-B-1 Agreement No. 6861 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: ljtt s:/� �.else )undo on overnment/de partnients/` rablic- wvorks/re uest- ublic-works-bid Responses to all questions will be provided in writing to all Bidders in I-B-2 Agreement No. 6861 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 4:00 pm, Thursday, January 11, 2024 Questions Answered by 4:00 pm Tuesday, January 16, 2024 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 acomplete 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. 8. 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 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 I-B-3 Agreement No. 6861 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 Disqualifica- tions" 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 the 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 I-B-4 Agreement No. 6861 submission of proposals. 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 can 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 PROJECT NO.: PW 23-15 WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE, AND ELM AVENUE PROJECT IN THE CITY OF EL SEGUNDO. 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, previsions, and I-B-5 Agreement No. 6861 requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith. 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. I Agreement No. 6861 14. AWARD 14.1 The City may retain all bids for a period of sixty (90) days for examination and 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 I-B-7 Agreement No. 6861 14.7 14.8 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. 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. 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. 6861 PROPOSAL FOR THE WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 Date _ 2� 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 affect 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 fling 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. Agreement No. 6861 EQUAL EMFLYMEN`I' pPOR UNIT 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. N NCOL FUSION 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 Agreement No. 6861 BID SCHEDULE WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 Company Name; Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit OuantitDollars/Cents Dollars/Cents I Mobilization/ LS 1 Demobilization Traffic Control, 2 Public Safety and LS 1 Convenience 3 Utility Potholing LS 1 4 Bracing and Shoring LS 1 _.�............. 5 Temporary High- LS 1 Line Piping System ....... Construct 8-inch Ductile Iron Water Main including all Fittings and 6 Appurtenances, LF 1,840 Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfacin, .-.... .... ...... Construct 10-inch Ductile Iron Water Main including all Fittings and 7 Appurtenances, LF 1,310 Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfacing._ I-C-3 Agreement No. 6861 Unit Price Item Total Item Description Estimated (in figures) (in figures) No. ...0 WWwww Unit a Quantity Dollars/Cents Dollars/Cents Remove Existing 6- inch Water Main and Construct 8-inch Ductile Iron Water Main in Same 8 Alignment including all Fittings and LF 350 Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Re urfacing...... Remove Existing 6- inch Water Main and Construct 10- inch Ductile Iron Water Main in Same 9 Alignment including all Fittings and LF 40 Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfacin Install 8-inch Gate 10 Valve and EA 9 Adjustable Valve Box Install 10-inch Gate 11 Valve and EA 16 Adjustable Valve Box I-C-4 Agreement No. 6861 Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit Quanti Dollars/Cents Dollars/Cents ' Construct Fire Hydrant Connection complete including Hydrant Lateral, all Fittings and 12 Appurtenances, EA 9 Hydrant, Gate Valve, Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurfacing ..... -. -. Abandon Existing Fire Hydrant Complete including Removal of Hydrant and Piping, Trench 13 Backfill, Trench EA 9 Resurfacing, Construction of Concrete Plugs, Restoration of Sidewalk and/or Landsca in Construct 1-inch Water Service Connection, Connect to Existing Meter with New Angle Meter Ball Valve including, all 14 Fittings and EA 102 Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, Trench Resurfacing, Repair Existing Landscape/ Hardsca e In Kind I-C-5 Agreement No. 6861 .wwwwwww WW Unit Price Item Total Item Description Estimated (in figures) (in figures) . No. �� Unit uanti Dollars/Cents Dollars/Cents Instalwww 18-inch x 6- m inch Tee in New Water Main, Install New 6-inch Gate Valve, and Connect to Existing 6-inch 15 Service Lateral EA 1 including all Fittings and Appurtenances, Trench Excavation, Pipe Bedding, Trench Backfill, and Trench Resurt`acin Remove and 16 Replace Existing EA 10 Water Meter Box Remove and Reconstruct 4-inch Thick Concrete 17 Sidewalk at Water SF 150 Meter Box Replacement Locations Connect to Existing Water Main including all Pipe, Fittings and Appurtenances, Trench Excavation, Pipe Bedding, 18 Trench Backfill, LS 14 Trench Resurfacing, Removal of Interfering Portions of Existing Pipe and Valves, Cut and Abandon Existing Water Main(s) and Valve( I-C-6 Agreement No. 6861 mm ..... .mo Unit Price Item Total Item Description Estimated (in figures) (in figures) No. Unit 0.uantity Dollars/Cents Dollars/Cents Cold Mill and Overlay top 2" Asphalt Concrete per specifications for full width of the streets, including all 19 necessary SF 120,600 Temporary and Permanent Traffic Striping and Markings, Manholes and Valve adjustments --.. --� TOTAL BID FOR ITEMS 1-19 IN FIGURES = TOTAL BID WRITTEN IN WORDS: I-C-7 Agreement No. 6861 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 Original Date Issued Expiration Date The following are the names, titles, 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-8 Agreement No. 6861 BIDDER'S INFORMATION (CONTINUED) Company Name: Bidder shall list the name of the person who attended the mandatory pre -bid job walk: Name: Title: I-C-9 Agreement No. 6861 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-10 Agreement No. 6861 PROPOSAL GUARANTEE BID BOND WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 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. Agreement No. 6861 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-12 Agreement No. 6861 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 Name of Bidder/Company Name Typed Name Title I-C-13 Date Agreement No. 6861 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: Title: Business Name: Business Address: Telephone Number: Dated this day of 20. I-C-14 Agreement No. 6861 DESIGNATION OF SUBCONTRACTORS WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 Company Name: 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. mSubcontra ctor's Contractor Description of License No., & Portion of Name of DIR Work Estimated Subcontractor Address Registration No. Subcontracted $ Amount (Number and Street) (CSLB #) (City, Zip Code) (DIR #) _�� ... ---. ..... .......... (Make copies of this page if additional space is needed) Signature of Bidder Date I-C-15 Agreement No. 6861 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: Location: ivanic aiiu auuieJJ ui umter a Dui-' 1-1.1� L�L1 FnVnG JLUlliUei, allu eulau of person iaminar 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? 2. Project Title: Location: Name and address of owner i'laillG, %,uli GILL Lclepllmic uunluer, ana emau of person ramiliar 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-16 Agreement No. 6861 3. Project Title: Location: Name and address of owner Name, current telephone number, and email 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, current telephone number, and email 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-17 Agreement No. 6861 Project Title: Location: Name and address of owner Name, current telephone number, and email 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 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: I-C-18 Agreement No. 6861 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 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. Have you ever been disqualified from any government contract? Yes ® No 2. If yes, explain the circumstances: Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes 13 No Cl ......................... Bidder's Signature Name (Please Print) I-C-19 Agreement No. 6861 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 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 1185 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-20 Bidder's Signature Agreement No. 6861 END PROPOSAL SECTION I-C-21 Agreement No. 6861 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND [CONTRACTOR] WATER IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 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 ("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 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. 6861 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within Ninety (90) 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 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. I-D-2 Agreement No. 6861 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 jLity The Contractor Arianne Bola Senior Associate Engineer City of El Segundo 350 Main Street, El Segundo, CA 90245 (310)524-2364 abola("a),else ujd'o.or 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. I-D-3 Agreement No. 6861 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. 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents. I-D-4 Agreement No. 6861 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY OF EL SEGUNDO Darrell George City Manager ATTEST: Taxpayer ID No. Tracy Weaver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney Joaquin Vazquez, Assistant City Attorney Insurance Reviewed by: I-D-5 Contractor State License No.: Contractor City Business License No.: Agreement No. 6861 FAITHFUL PERFORMANCE BOND WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 Bond No. Bond Fee: ("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 rides- hereto executed in the same manner as this bend, 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 23-15, 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 23-15, 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 (CITY DRAWING NO. PW 23-15) 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. 6861 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 23-15 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. 6861 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT ...................................... PRINCIPAL'S SECRETARY PRINCIPAL's MAILING ADDRESS: 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-E-3 Agreement No. 6861 LABOR AND MATERIALS BOND WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT NO.: PW 23-15 Bond No. Bond Fee: ("PRINCIPAL") corporation principal 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 lawful money of the United States, executed in the same manner as thi SURETY bind themselves, their s instrument. s DOLLARS, which may be increased or decreased by a rider hereto bond, for the payment of which sum PRINCIPAL and uccessors, and assigns, jointly and severally, by this This bond is conditioned upon and guarantees payment by PRINCIPAL to Conti -actors, 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 WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT, SPECIFICATIONS NO. PW 23-15 ("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 23-15, 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 (CITY DRAWING FILE NO. PW 23-15), which are made a part of this bond when said plans and profiles are approved by the City Council and fled with CITY's Engineering Division. 2. PRINCIPAL will pay all Contractors, Subcontractors, and persons renting equipment. I-F-1 Agreement No. 6861 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 23-15, 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 be in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I-F-2 Agreement No. 6861 SIGNED AND SEALED this day PRINCIPAL's PRESIDENT PRINCIPAL'S SECRETARY PRINCIPAL's MAILING ADDRESS: NOTE: (1) (2) 20 SURETY'S PRESIDENT SURETY'sSECRETARY SURETY'S MAILING ADDRESS: ALIa si natUres rruust be acknowledged by a notary public. Return one. (1) original to City Clerk's Office. Bond shall be effective for one (1) year after acceptance of the job. I-F-3 Agreement No. 6861 SECTION II - GENERAL REQUIREMENTS CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL SPECIFICATIONS 1. REGISTRA`I`ION 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 1NI"ORMA'11ON 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 21/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. An non-refundable Activation Fee of One Hundred Ten Dollars ($110.00) will be charged upon activation of the temporary meter. 5. CALIFORNIA-OCCUPATIONAL SAFET & l ZEAL` TI ADMINISTRATION All work performed under this contract will be done in strict compliance with the Cal -OSHA Rules and Regulations, latest edition. II-A-1 Agreement No. 6861 6. SOUND 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 POLI.,1.➢TJON 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 UNIFORMS 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. 6861 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL PROVISIONS 0-0 STANDARDSPEC117ICATIONS 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 Chapters of the American Public Works Association and the Associated General Contractors of America, constitute the Standard Specifications for this project. 0-2 NUMBERING OF SECTIONS The numbering contained within the Standard Specifications of the Contract Documents is intended to correspond with Greenbook numbering. 1-2 DEFINITIONS The following subsection is added to Subsection 1-2 of the Greenbook. 1-2.1 ADDI"I'IONAL DEFINI11ONS 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 duly 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. 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. II-B-1 Agreement No. 6861 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. 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 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 II-B-2 Agreement No. 6861 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 OWNEIRS111µP AND USE 017 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 amount in excess of one-half of one percent of the 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. 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 II-B-3 Agreement No. 6861 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 ADDITI ?NAI, RES'PON51B1LIT 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 CONTRACT BONDS 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. II-B-4 Agreement No. 6861 2-5 P1:aANS 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 -built 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 -OSHA 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 OF CONI 1tACT DOCUMENTS 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 II-B-5 Agreement No. 6861 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 Q PLANS AND SPECI It`ATIONS 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 AREASAND 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: 2-9.3 SURVEY SERVICE 2-9.3.1 f,0NS'FRU(7rl( .)N SURVEYIN+C 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. II-B-6 Agreement No. 6861 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 AI D PA't MENT 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. 3-3.2.2 BASIS FOR ESTAi3L1S1 INN 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. 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. II-B-7 Agreement No. 6861 (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 DAILY " REPORTS BY CDNT&kC�I"DR 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 ONQITIDN 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: 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 Material differing from what is represented in the Contract which the Contractor Il-B-8 Agreement No. 6861 believes may be hazardous waste as defined in California Health & Safety Code § 25117 that is required to be removed to a Class I, II, 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 WORT 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 RE I.JIREMI NTS Subsection 4-1.3, Inspection Requirements, is deleted in its entirety and replaced by the following subsections. 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 II-B-9 Agreement No. 6861 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. 4-1.6 TRADE NAMES Q E UAJ.,S 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: 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. II-B-10 Agreement No. 6861 5-2 PROTECTION The following subsection is added to Subsection 5-2 of the Greenbook. 5-2.1 1'NCO R' ,:EC"I" IOCATION (.) ]"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. 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 CALCL,ILATING IDL -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). II-B- I 1 Agreement No. 6861 6-1 CO?w1SmI, criON SCHEDULE AND COMMENCEMENT OF WO1 Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. Pre -Construction 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 C l l fI AC 1 C11E1 1 T 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 COl 11 El' T OF CONTRACT SCILEDULE 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. 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 11"FECT OF CONT1.ACT SC1.1EDUL 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 if judged 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. II-B-12 Agreement No. 6861 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 of the 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. 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 COMMENCEMENT Cl* CONTRACT TIME 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 DEFAULJ" BY C+DNTRACTOR. The language in subsection 6-4 is deleted in its entirety and replaced with the following subsections. II-B-13 Agreement No. 6861 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 CON TRACTOR'S CONTROL OVER THE WORK, 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: 1. 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 ASStJMPTION 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 II-B-14 Agreement No. 6861 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 L7ELA Y"S AND EXTENSIONS 0 F TIM Subsection 6-6 is deleted in its entirety 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 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 OF 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. II-B-15 Agreement No. 6861 6-6.3 PAYMENT FOI, DELAYS TO 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. 6-7.2 WORKDAYS AND WORKING HOURS City Hall is open from Monday thru Thursday lam -5pm and 7am-4pm on Friday. It is closed on 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 If the Contractor requests an inspection a day when City Hall is closed, then the Contractor will have to reimburse the City for the costs of inspection. The Contractor must request such an inspection at least 48 hours in advance. City inspections during hours when City Hall is closed are subject to inspection overtime fees to be paid for by the Contractor. If the Contractor does construction on a day when City Hall is closed, that day is counted as a project working day. II-B-16 Agreement No. 6861 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 NIGHTWORK 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 WEEXEND AND HOLI1 A"!C� WOR The Engineer may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays. 6-8 COMPLETION 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. 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 GENET AL G1..iARANT'"Y' 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. II-B-17 Agreement No. 6861 6-9 LIQUIDATED DAMAGES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and replaced by the following subsections. 6-9.1 1WARXRE TO CQMPLETE WORD: 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 AN) CLAIMS; PROQF D..IURE 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 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: 1. 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 resulting 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. II-B-18 Agreement No. 6861 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. 3. 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 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 II-B-19 Agreement No. 6861 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 C,.LAIMS SUBMITTFj) TO ENI1'1NEER Within 30 days after the circumstances giving rise to a Claim occur, the Contractor will 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 TO OTIJ R 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 II-B-20 Agreement No. 6861 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 become final and binding and not subject to further appeal." 6-11.6 APPEAL GP ENCI1` IM-WS 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. 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 MEDIA,rION 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. II-B-21 Agreement No. 6861 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 "'+MEN 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. 6-11.10 APPEAL TO SUPERIOR CO1.1RT- WAIVER OF .IUR " TRIAI. 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-I1.11 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: II-B-22 Agreement No. 6861 (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. 7-2.3 PREVAII NG IN G ES 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 II-B-23 Agreement No. 6861 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. 7-2.4 FC ADD oFwAG1 S 1 A11 : I1 S1'ECT1C 111 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 LIABILITY IN9CIANCE 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 ISO FORM Comprehensive General Liability CL 00 02 0185 or 88 Business Auto CA 00 0101 87 Workers' Compensation COMBINED SINGLE LIMIT $2,000,000 $1,000,000 Statutory Contractor will provide endorsements or other proof of coverage for contractual liability. II-B-24 Agreement No. 6861 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 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: II-B-25 Agreement No. 6861 CITY CLERK City of El Segundo 350 Main Street El Segundo, CA 90245 Notwithstanding the foregoing, the endorsement may state that insurance may be cancelled upon ten (10) 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 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 11 85, 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 of not 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. II-B-26 Agreement No. 6861 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 DEFENSE 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. II-B-27 Agreement No. 6861 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. 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. II-B-28 Agreement No. 6861 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 plating 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 WATER POLLI;.?`FION Q NTRQL 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 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. II-B-29 Agreement No. 6861 (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 PRO`IEM ION AND RESTORATION Ol EXISTING r11'ROVEIytEN 15 The following requirements are added to Section 7-9: 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 The following requirement is added to Section 7-10: 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. II-B-30 Agreement No. 6861 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 II 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 ET CLOSURES 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 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 MurECTION OI�* TFIE PHBLIC 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 II-B-31 Agreement No. 6861 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 HAZARDOUS 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) 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 II-B-32 Agreement No. 6861 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 LL,;N1P SUM WOO 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. 9-3.2 PARTIAL AND FINAL PA N417 'TS 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 last 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 II-B-33 Agreement No. 6861 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 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 submitted. 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 II-B-34 Agreement No. 6861 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 DELIVERED 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 9-3 of the Standard Specifications and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims. - END OF SECTION - II-B-35 Agreement No. 6861 SECTION III — SPECIAL PROVISIONS 1-0. GENERAL 1-1. GENERAL, STANDALDS AND PROJECT SPECIIxICATIONS 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. Copies of material/weight certification shall be submitted to the inspector daily. 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 J'OB 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 himself/herself 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. WOKING DAYS", TIME FOR C."OMPLETIOl6ST1lCTION SE I9ENClµ 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 90 (Ninety) 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. Contractor shall be prepared for the possibility of night work. - III-A-1 Agreement No. 6861 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. 2-0. NOTIFICATIONS 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, Arianne Bola, Project Manager 310-524-2364 shutdown of work, Lifan Xu, City Engineer 310-524-2368 or resumption of Elias Sassoon, Director of Public Works 310-524-2356 work after shutdown 2. Closing of streets El Segundo Police Department** 310-524-2200 El Segundo Fire Department** 310-524-2236 ** 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 4. City of El Segundo - Recreation and Parks 5. Southern California Gas Company 6. Southern California Edison Company (SCE) 7. AT&T 8. Time Warner Communication (Cable) 9. Los Angeles County Sanitation District 10. El Segundo Unified School District 2-1. NO PARKING NOTIFICATIONS 310-524-2754 310-524-2707 310-671-9002 310-417-3366 310-515-4430 310-768-0400 Extension 414 310-699-7411 310-615-2650 The CONTRACTOR shall post City -approved temporary NO PARKING notices a III-A-2 Agreement No. 6861 minimum of seventy-two (72) hours before the start of operation. The CONTRACTOR shall promptly notify City staff once posting is completed in order to ensure the 72-hour requirement has been met. 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 not be restricted during any period when construction activity is not scheduled at this particular site. 2-2. PQBLICI RESIDENT NOTIFICATIO'N 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. 3-0. MOBII ZATION 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 and paying for all required bonds, insurance, permits, and licenses. 2. Completing and submitting required documents as required per specifications. 3. Moving on to the site of all Contractor's equipment required for operations. 4. Installing and removing of all temporary facilities required for operations. 5. Posting all OSHA required notices. 6. Submittal of Construction Schedule, Contractor Contact List, Centerline Tie Inventory, Survey Marking Inventory, and Notices to Residents for City approval 7. Notification of property owners, residents, businesses and motorists, including temporary warning and safety signage where construction is or will be occurring. Notification shall be furnished by Contractor and shall be distributed seventy-two (72) hours prior to work in that area. 8. Re -notification of all affected parties for all construction schedule changes 9. Participate in and provide updated 2-week look -ahead schedules for weekly project field meetings 10. Traffic control as required per W.A.T.C.H. manual and CA MUTCD 11. Preparation and cleaning of work area as necessary to implement repairs 12. Coordinating with Underground Service Alert (USA) or Dig Alert to mark underground utilities before any excavation 13. NPDES permit compliance 14. Furnishing temporary water services to maintain water service to consumers at all times. III-A-3 Agreement No. 6861 15. Ramping for areas where construction has caused significant elevation differences in driving/walking surfaces 16. Steel plating and asphalt ramping for excavation trenches and areas 17. Bringing unforeseen field conditions to City staff s attention in a timely manner 18. Restoration, to existing standard conditions or better, of private and public property damaged by construction 19. Removal of all USA markings after new improvements are installed 20. Demobilization 4-0. ACCESS TO DRIVEWAYS Access to driveways shall be maintained at all times for residents and businesses during non -working hours of 4:00pm through 7:00am weekdays and 24-hours a day on weekends and holidays. 5-0. 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. 6-0. 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. 7-0. 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. 8-0. 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 condition at his own expense and no additional compensation will be allowed. III-A-4 Agreement No. 6861 9-0. 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 he 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. 10-0. 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. 11-0. 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. 12-0. 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 fourteen (14) calendar days after surface restoration. 13-0. 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 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. III-A-5 Agreement No. 6861 14-0. TRAFFIC CONTROL, PUBLIC SAFETY AND CONVENIENCE 14-1. 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. 14-2. 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 2-2.) 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 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 III-A-6 Agreement No. 6861 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. 14-3. 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. Lighted signboards stating construction dates and times shall be provided for both directions on Pacific Coast Highway and on Grand Avenue (a total of four signboards) at least two weeks prior to the Notice to Proceed date and until construction is entirely completed. 14-4. 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 III-A-7 Agreement No. 6861 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 provide less than one Ll' lane of travel tl1rou 11 the construction one on all ofthe sub'ect 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 properly 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. 14-5. 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. The City will allow the use of the curbside land of S. Hughes Way between S. Allied Way and 2060 S. Hughes Way as a staging area. 14-6. USE OF PRIVATE PROPERTY The use of 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. 14-7. 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. 14-8. COORDINATION WITH AFFECTED BUSINESSES AND RESIDENTS The Contractor shall respond to any complaints received from a property owner (business or resident) and contact the complainant within one (1) working day. The III-A-8 Agreement No. 6861 complaint shall be resolved within two (2) working days from the date on which it was received. The Contractor shall adjust its schedule to allow affected businesses to operate as regularly scheduled. 15-0. UTILITIES Potholing of existing utilities should take place three 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. The Contractor shall provide a potholing report to City staff and issue written Requests for Information (RFI) regarding any potential conflicts as soon as possible during the three-week period. The Contractor shall allow 72 hours for a preliminary response from the City's Consultant. Should additional potholing be required to further investigate a potential conflict or the solution to one, the cost shall be included in the lump sum cost for potholing work. 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. 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. No additional compensation will be allowed for modifications to trench shoring caused by utility service connections whether of not the utility services are shown on the Plans. 16-0. CONSTRUCTION & DEMGI:A3"II1N MA T"ERIAI S RECwYCI,ING R UIREMENTS The Contractor shall divert all Construction and Demolition (C&D) waste generated from the project in accordance with the California Green (CALGreen) Building Standards Code (pursuant to El Segundo Municipal Code, Title 13, Chapter 11). C&D waste can only be legally collected, removed, or transported by City of El Segundo permitted waste haulers. If the Contractor plans on collecting, removing, or transporting its own waste, approval from the City Engineer or designee is required. Failure to meet the C&D waste recycling requirements will result in the assessment of penalties pursuant to El Segundo Municipal Code. Contractor shall prepare a C&D Debris Management Plan as follows: PART1 GENERAL 1.1 SUMMARY III-A-9 Agreement No. 6861 A. This Section includes the following: procedures for ensuring optimal diversion of construction and demolition (C&D) waste materials generated by the Work within the limits of the Construction Schedule and Contract Sum. The Integrated Solid Waste Management Act of 1989 ("AB 939"), requires that localities throughout the state develop source reduction, reuse, recycling, and composting programs to reduce the tonnage of solid waste disposed in landfills by 50%; this requirement may increase in the future. C&D waste materials generated by the Work are targeted to achieve these diversion rates. 2. A minimum of 50% by weight of the solid wastes generated in the Work shall be diverted from landfill disposal through a combination of reuse, recycling, and composting activities. This section includes requirements for submittal of C&D Debris Management Plan prior to the commencement of the Work, and during the project, submittal of Contractor's quantitative reports for construction and demolition waste materials generated by the Contractor as a condition of approval of progress payments submitted to the Contracting Officer, and following completion of the project, as a condition of the release of final project retention. 1.2 DEFINITIONS A. Class III Landfill. A landfill that accepts non -hazardous waste such as household, commercial, and industrial waste, resulting from construction, remodeling, repair, and demolition operations. A Class III landfill must have a solid waste facilities permit from the California Department of Resources Recycling and Recovery (CalRecycle) and be regulated by the Enforcement Agency. B. Construction and Demolition Debris or C&D Debris. Building materials and solid waste resulting from construction, remodeling, repair, cleanup, or demolition operations that are not hazardous as defined in California Code of Regulations, Title 22, Section 66261.3 et seq. This term includes, but is not limited to, asphalt, concrete, Portland cement, brick, lumber, gypsum wallboard, cardboard and other associated packaging, roofing material, ceramic tile, carpeting, plastic pipe, and steel. The debris may be commingled with rock, soil, tree stumps, and other vegetative matter resulting from land clearing and landscaping for construction or land development projects. C. Contracting Officer. The City of El Segundo City Engineer or designee. D. C&D Recycling Center. A facility that receives only C&D material that has been separated for reuse prior to receipt, in which the residual (disposed) amount of waste in the material is less than 10% of the amount separated for reuse or recycling, by weight. III-A-10 Agreement No. 6861 E. Disposal. Final deposition of C&D or inert debris into land, including stockpiling onto land of construction and demolition debris that has not been sorted for further processing or resale, if such stockpiling is for a period of time greater than 30 days; and construction and demolition debris that has been sorted for further processing or resale, if such stockpiling is for a period of time greater than one year, or stockpiling onto land of inert debris that is for a period of time greater than one year. F. Diversion or Divert. The reuse or recycling of construction and demolition debris to avoid disposal in a landfill. G. Enforcement Agency (EA). Enforcement agency as defined in Public Resources Code 40130. H. Inert Disposal Facility or Inert Waste Landfill. A disposal facility that accepts only inert waste such as soil and rock, fully cured asphalt paving, uncontaminated concrete (including fiberglass or steel reinforcing rods embedded in the concrete), brick, glass, and ceramics, for land disposal. I. Inert Solids or Inert Waste. Non -liquid solid wastes including, but not limited to, soil and concrete that do not contain hazardous waste or soluble pollutants at concentrations in excess of water quality objectives established by a regional Water Board pursuant to Division 7 (Sections 13000 et seq) of the California Water Code and does not contain significant quantities of decomposable solid resources. Mixed C&D Debris. Loads that include commingled recyclable and non -recyclable C&D debris generated at the construction site. K. Mixed Debris Recycling Facility. A processing facility that accepts loads of solid waste and/or recycling materials for the purpose of recovering reusable, recyclable, and compostable materials and disposing the non -recyclable residual materials. L. Recycling. The process of sorting, cleansing, treating and reconstituting materials for the purpose of using the altered form in the manufacture of a new product. Recycling does not include burning, incinerating or thermally destroying solid waste. M. Reuse. The use of a material that might otherwise be discarded, in the same or similar form as it was produced. N. Separated for Reuse. Materials, including commingled recyclables, that have been separated or kept separate from the solid waste stream for the purpose of additional sorting or processing of those materials for reuse or recycling in order to return them to the economic mainstream in the form of raw material for new, reused, or reconstituted products which meet the quality standards necessary to be used in the marketplace, and includes materials that have been "source separated." O.. Solid Waste. Refer to Public Resources Code Section 40191. III-A-11 Agreement No. 6861 P. Source -Separated. Materials, including commingled recyclables, that have been separated or kept separate from the solid waste stream at the point of generation, for the purpose of additional sorting or processing of those materials for reuse or recycling in order to return them to the economic mainstream in the form of raw materials for new, reused, or reconstituted products which meet the quality standards necessary to be used in the marketplace. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 SALVAGE, REUSE, RECYCLING AND PROCEDURES A. Identify reuse, salvage, and recycling facilities: Refer to the City's website for a list of local organizations and companies. htt s://www.elsegundo.org/covernpent/de arts entsl ublic-works/trash-ree c[ili B. Develop and implement procedures to reuse, salvage, and recycle new construction and excavation materials, based on the Contract Documents, the C&D Debris Waste Management Plan, estimated quantities of available materials, and availability of recycling facilities. Procedures may include on -site recycling, source separated recycling, and/or mixed debris recycling efforts. Identify materials that are feasible for salvage, determine requirements for site storage, and transportation of materials to a salvage facility. 2. Explore the possibility of reusing project job -site inert materials, such as rock, concrete, dirt and aggregate, on -site for road base or other similar uses. 3. Source separate new construction, excavation and demolition materials including, but not limited to the following types: a. Asphalt b. Concrete, concrete block, slump stone (decorative concrete block), and rocks. Red Clay Brick d. Soils e. Other materials, as appropriate, such as wood and corrugated cardboard. 4. Develop and implement a program to transport loads of mixed (commingled) new construction materials that cannot be feasibly source - separated to a mixed materials recycling facility. III-A-12 Agreement No. 6861 5. Contractor may develop their own C&D Debris Management Plan based on CALGreen requirements or use available City forms as follows: a. Form PW-A — Project Information b. Form PW-B — Pre -Project Worksheet C. Form PW-BI —Pre-Project Worksheet (This form is to be completed only if you plan to use your own company -owned bins/trucks for disposition of material.) d. Form PW-C — Post -Project Summary e. Form PW-D — Exemption Request — only use if it is infeasible to comply with requirements. 3.2 DISPOSAL OPERATIONS AND WASTE HAULING A. Legally transport and dispose of materials that cannot be delivered to a source - separated or mixed recycling facility to a transfer station or disposal facility that can legally accept the materials for the purpose of disposal. B. Use a permitted waste hauler or Contractor's trucking services and personnel. To confirm valid permitted status of waste haulers, visit the City of El Segundo website: lztt s://www.elsec�ndo.or / overnrt�cnt/dc �a�•tn�e�ats/ ublic-works/t�°asl�-sic clir C. Become familiar with the conditions for acceptance of new construction, excavation and demolition materials at recycling facilities, prior to delivering materials. D. Legally transport and deliver to facilities that can legally accept new construction, excavation and demolition materials for purpose of re -use, recycling, or composting. E. Do not burn, bury or otherwise dispose of solid waste on the project job -site. 3.3 REUSE AND DONATION OPTIONS A. Implement a reuse program to the greatest extent feasible. Options for reuse may include, but are not limited to: Los Angeles County Materials Exchange (LACOMax) LACoMAX is a free service provided by the Los Angeles County Department of"Public Works, Environmental Programs Division, designed to help residents, businesses, and organizations in Los Angeles County find markets for their industrial, by-products, surplus materials, and other would-be discards. All exchanges are coordinated between the parties. The site can be accessed at h�qp, /wv"v.lad�l r.o� g/epd/lacornax. III-A-13 Agreement No. 6861 2. California Materials Exchange (CalMAX) is a free service provided by the State of California, Department of Resources Recycling and Recovery (CalRecycle) that connects businesses, organizations, manufacturers, schools, and individuals with online resources for exchanging materials. The site can be accessed at www.calruc cle.ca.gov/Ca [MAX. Habitat for Humanity Restore resale outlets accept donated home improvement goods like furniture, home accessories,, building materials and appliances. The materials are sold to the general public, The proceeds help local Habitat affiliates fund the construction of Habitat homes within their communities. Locations of ReStores can be found at: www.habitat.org/restores. 3.4 REVENUE A. Revenues or other savings obtained from recycled, re -used, or salvaged materials shall accrue to Contractor unless otherwise noted in the Contract Documents. - END SECTION — 17-0. NPDES COMPLIANCE Contractor shall comply with the latest version of the Los Angeles Regional Water Quality Control Board (LA RWQCB) NPDES MS4 Permit for storm water and non -storm water discharges. 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 liquid substance from the project or from operations pertaining to the project site, unless the discharge is specifically listed as exempt or conditionally exempt in the most current MS4 Permit 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 LA RWQCB MS4 Permit. 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. Depending on the size of the project and/or construction activities of the project, the Contractor may be required to comply with the State Water Resources Control Board (SWRCB) Construction General Permit (Adopted Order 2009-0009-DWQ and subsequent amendments). Contractor shall refer to the SWRCB Construction General Permit for construction activities covered and be responsible for implementing requirements if subject to the Construction General Permit. 18-0. COMPLETION Upon completion of work at each site, the Contractor shall conduct careful inspection III-A-14 Agreement No. 6861 with the City Inspector and shall correct all defective work to the satisfaction of the Owner. The Contractor shall coordinate all inspections and final sign -offs for Encroachment Permits with City staff. All scrap, litter and debris resulting from operations specified herein, shall be removed and the premises left in a clean and satisfactory condition. 14-0. WARRANTY The Contractor and/or manufacturer shall warrant all work performed under this Contract for a minimum of one (1) years from the date of Owner's acceptance of completed job. Any defects in materials or workmanship appearing during this period shall be corrected without cost to the City. - END OF SECTION - III-A-15 Agreement No. 6861 i�' it ��; • Technical Specifications Agreement No. 6861 PW 23-15 WATER MAIN IMPROVEMENTS ON CALIFORNIA STREET, SYCAMORE AVENUE, PALM AVENUE AND ELM AVENUE PROJECT TECHNICAL SPECIFICATIONS 1-0. CONSTRUCTION MATERIALS See Appendix D for approved materials to be used during construction. Any change from the Appendix D list for the brands and models to be used shall be brought to the City's attention prior to bidding for review as an approved equal per Section II-4-1.6, page II-B-10. If an unapproved brand/model is installed during construction, the City will ask for those items to be removed and replaced with the accepted materials, at the Contractor's expense. 1-1. PIPES AND FITTINGS 1. Pipe shall be new and unused cement mortar -lined ductile iron class 350 and shall meet the requirements of AWWA C110, AWWA C150 and AWWA C151. 2. Fittings shall be new and unused ductile -iron per AWWA C110 and AWWA C153. 3. Pipe and fittings shall be new and unused cement -mortar lined in accordance with AVWVA 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 C110, AWWA C111 and AWWA C153. 6. Refer to Appendix D, page 138, Item 5-5 for the material requirements for a service saddle for ACP and DI pipe. 1-2. MECHANICAL JOINT RESTRAINT 1. Mechanical joint restraint shall be incorporated in the design of the follower gland and shall include a restraining mechanism which, when actuated, imparts 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 ANSI/AWWA A21.11 and ANSI/AWWA C153/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 aprior-to-bidding approved equal per Section II-4-1.6, page II-B-10. 8. All flange bolts shall be zinc plated and shall be coated with an asphaltic bitumastic undercoating. 1-3. GATE VALVES 1. Gate valves shall be new and unused and conform to the latest revision of AVVWA 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. Agreement No. 6861 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 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. 1-4. VALVE BOXES Valve boxes shall be new and unused and shall be 8" extension type per City of El Segundo Standard Drawing No. WT-10. Cover shall be cast iron and shall have the word "WATER" cast on top and shall be painted blue. 1-5. COPPER TUBBING 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. 1-6. FIRE HYDRANTS Fire hydrants shall be 6-inch Clow Model 2050 or 2065, of Jones 3700 or 3775, complete with proper length bury per City of El Segundo Standard Drawing No. WT-2. Bolts to fasten the hydrant top section to the "Bury" section shall be of the breakaway type. Hydrants and bury flanges must be 6-hole 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) 1-7. AIR RELIEF VALVES Air Relief Valves shall be per City of El Segundo Standard Drawing No. WT-11 and installed by the CONTRACTOR. Meter boxes shall not be installed within any curb ramps. 1-8. 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. 2 Agreement No. 6861 1-9. TRAFFIC MARKINGS AND HYDRANT MARKERS Traffic stripes, pavement markings of arrows, symbols, numbers and words, and curb markings shall conform to the California Department of Transportation Traffic Sari es and Pavement Markings Standard S ecifications Section 84, current edition. Contractor shall inventory all project striping, markings, and markers prior to the project and replace them in kind after the resurfacing is complete. Pavement markings and striping on all roadways shall be 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"x4") shall be of the prismatic reflector type as specified in Section 85-1.05 of Caltrans Standard Specifications, current edition. 1-10. CEMENT MORTAR Any cement mortar used shall be Class D Cement Mortar per subsection 201-5 of the SSPWC Greenbook" Standard Specifications. 1-11, SLURRY BACKFILL Unless otherwise suggested, slurry backfill used shall be minimum one -sack slurry. 2-1. CONNECTION TO EXISTING FACILITIES All connections shall be made by the CONTRACTOR. The CONTRACTOR shall give the City a minimum of two 21working days' notice before the time of any proposed shutdown of existing mains or services. If the,pro2osed shutdown of existing water mains or services to which connections are to be made result in customer outages, a minimums of five 5 working days' notice shall be iven 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 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 3 Agreement No. 6861 the CONTRACTOR prior 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-11) 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 2-7 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. 2-2. 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 except that asphalt concrete pavement shall be removed to neatly sawed edges. 3. Pipe bedding and maximum trench width shall be as shown on City of El Segundo Standard Drawing No. WT-7 in Appendix D. 4. Minimum cover on all distribution mains shall be 36 inches or as otherwise specified on the Plan. 5. Maximum cover on all distribution mains shall be 66 inches or as otherwise specified on the Plan. 6. All subgrade and backfill is to be properly compacted and tested. 7. Vertical water main pipe clearance to other utilities shall be minimum 12 inches, measured from the outer edge of the first pipe barrel to the other edge of the second pipe barrel. Additional Excavation — With sufficient backup documentation submitted, payment will be made for the actual amount of cubic feet of excess fill removed. Under this contract, the new main shall be installed to provide depth of cover between T-0" and 5'-6" for the entire contract to allow for additional depth required to pass under drainage, utilities, etc. Dump tickets, beginning station and end station of the additional excavation, width of excavation in inches, total depth measurements in inches, signed verification by the City Inspector and calculations are required for any additional excavations claimed below 66" in depth. 2 Agreement No. 6861 2-3. 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, tank 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/she proposes will adequately supply the requirement of the consumers. The duration of the temporary water service should be kept at 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 service directly form 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. TEMPORARY HIGH -LINE PIPING SYSTEM If the plans indicate a requirement for a temporary high -line system due to limited available space for the placement of the new water main due to separation requirements from the other utilities, then the following are general guidelines for temporary above ground pressure bypass piping (high -line) to satisfactorily maintain water and fire services to customers connected to the water main until permanent piping is completely installed in accordance with the Plans and Specifications. CONTRACTOR shall locate all services to be fed by the high -line system. CONTRACTOR shall furnish, install, chlorinate, maintain and remove high -line system. MATERIALS High -line piping shall be galvanized steel pipe with Victaulic couplings designed to operate at the system pressure and withstand traffic loading. High -line piping serving only residential meters shall be a minimum of 2-inch diameter. High -line piping serving fire hydrants, meters larger than 1-1/2 inches, and/or building fire systems shall be a minimum of 4-inch diameter. Connections from the galvanized steel high -line piping to meters shall use plastic pipe or hose and shall bear the imprint of the National Safety Foundation approval for potable water (NSF- PW). CONSTRUCTION In general, high -line piping shall be laid along the side of the roadway adjacent to the curb line. At locations where the piping is subjected to minimum traffic loading, such as at driveways, the pipe k, Agreement No. 6861 .shall be adequately protected by excavating and setting the pipe below grade or ramp with temporary asphalt concrete. Ramping at driveways shall not block vehicles from entering or exiling the driveways, All ramping shall be compliant with current American with Disabilities (AOA)re0u|ationm. Water meter angle stops shall be rotated to accommodate the temporary service connection and the water meter box lid shall be placed over the water meter box to cover as much of the meter box as possible. CONTRACTOR shall place m sand bag over the meter box lid and cover any opening left atthe meter box. CONTRACTOR shall place a barricade over the meter box and temporary service connection. All work shall becompliant with current Americans with Disabilities (A[>A)re0u|aUone. All high -line piping that crosses handicap rarnpe, street intersections shall be installed below the surface grade and covered with steel p|atee, set flush with adjacent pavennent, or minimum 2- inch thick temporary asphalt concrete constructed flush with the adjacent pavement. For high -line connections to fina hydrants, a 6-inch tee and valve ahmU be installed atthe fire hydrant base above grade and connected to the high -line piping with pipe or hose. |ao|mUon valves shall be placed in the high -line piping at o maximum spacing of2OOfeet or as directed by the City Engineer. All high -lines should be fad from both ends to avoid dead-end runs. In the event that a dead-end run if the high -line is neomaaory, with the approval of the City Engineer, it shall terminate with a 2- |nchvalve for flushing and chlorination. All high -line piping and fittings shall be watertight and shall be disinfected by CONTRACTOR and tested in accordance with the City'm MaquiPenmemts before being put into service. CONTRACTOR shall submit high -line plans for review and approval by the City Engineer prior to comrDencUng any work requiring the high -line piping system. The higih+Une plans shaKU be drawn to scale and shall show all existing meters and fiQs hydrants, proposed connection points tothe potable water system, details of ramping and below-s,urface installations, details of all connections to meters and fire hydrants, all high -line valve |ocmUono, as well as proposed filling, fluehing, and chlorination procedures and proposed testing locations. 2-4. BRACING AND SHORING Bracing and shoring shall be as set forth in Sub -section 7-10.4.1 of Part 1 and Sub -section 3OO- 1.1.0ofPart 3ofthe 8SPVVC^Gnaenbmok"Standard Specifications. 2-5. THRUST BLOCKS Concrete thrust blocks shall be as shown on C|h/ of El Segundo Standard Drawing Noe. VVT-4 and WT-5. Concrete shall be 3.000 pai, and shall be constructed at locations as shown on the Standard Drawings and atall bends and T-|nteroaction. Where vvm0ar lines erist, at each angle pmint, cross connection and ''T" connection. the Contractor, for bidding purpooem, ahm|| assume the existence of oononata thrust block located such as to resolve thrust loads. Any and all costs reeu|bmQ from the existence ofathrust bKock, including costs for its removal and restoration if required, shall be deemed as being included in 1.1 Agreement No. 6861 the prices bid for the various items of work. 2-6, 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. 2-T 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. 2-8. 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. 7 Agreement No. 6861 Disinfection of mains and appurtenances, hydrostatic testing, and chlorine 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. 2. CHLORINE GAS FEED 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. 3. 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 numbers 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 tablet, and with any portion of tablet rounded to next higher integer. Pipe Diameter inches Su gested Number of 5- Tablets 4 1 6 2 Agreement No. 6861 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) 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: 0 Multiple tube fermentation or 9 Agreement No. 6861 10511 3-1 • Membrane filtration or • Colilert/colisure 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, take 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 prior 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 use 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 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-29 and 30). 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. REMOVAL AND REPLACEMENT OF SURFACE IMPROVEMENTS 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 10 Agreement No. 6861 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. 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 '/2 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 1 '/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 1 'h inches in either length or width. If the saw cut in sidewalk or driveway would fall within thirty (3) 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 (12) 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 11 Agreement No. 6861 QK 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. RECONSTRUCTION 1. GENERAL The street surfaces of all excavations shall be restored either initially by temporary paving to be followed within thirty (3) 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. Compaction of subsurface material shall be to 95% compaction. If compaction test results do not meet the standard, subsurface material shall be re -compacted until it does. 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 concrete pavement. The sub -grade shall be base course. grade allowing for aggregate base and asphalt considered to extend over the full width of the 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. 3. 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 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-1 h 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 12 Agreement No. 6861 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. Construction of asphalt concrete pavement shall be in accordance with Section 302-5 of SSPWC "Greenbook" Standard Specifications. 7. JOINING EXISTING PAVEMENT 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. 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. 9. 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 street resurfacing, and place permanent striping between five (5) and sever (7) calendar days after street resurfacing. 4-0. ABANDONMENT OF CONDUITS AND APPURTENANCES Unless otherwise noted, 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. 2. Bid cost for pipe installation shall include the entire cost to completely remove the existing water main within the project limits. Cost shall also include providing properly compacted backfill prior to resurfacing the trench. 3. Fire hydrant connections shall be abandoned in accordance with City of El Segundo Standard Drawing No. WT-9. 4. 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. 13, Agreement No. 6861 5-0. MEASUREMENT AND PAYMENT 5-1. BASE BID ITEMS Measurement for �b��|�p��price �M�m�mpS� amount listed and ,-� U' ude cor�pen�a�onforfm| �M\ngaU�bo�rn ��u��en8.to��a,nnaVar�|s, shalland incidentals needed to provide the bid items, The contractprice shall include full compensation for coondineUmn, nnobi|izoton, and pedestrian/vehicular traffic control. The contract price shall include removal and properdiaposai| of existing eurface, debho, and vegetation as necessary as well as the restoration of public and private propartv, damaged during the construction, tmthe Citv'asatisfaction. shall be paid at the LUMP SUMice indicated on the bid and shall---'----.k. �mdudimc�furnishing temporary water services boall consumers, as described in cover all the Special Provisions Section of these Specifications. All centerline ties in the project area, shown in the Appendioea, if damaged by the construction shall be re-established by California -licensed surveyor and recorded by Los Angeles County.Copies of the recorded' centerline nbedine tie information shall be provided to the City and will nannmin a punch list item until that occurs. Traffic Control, Pubt 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 and supply of lighted message boards, Lighted message boards shall state the project name, the beginning and end dates for construction, and expectations for motorists such as anticipated delays or road work occurring. All signs shall be illuminated or reflectorized when they are used during hours of darkness, All conms, py|oms, barricades, or posts used inthe diversion of traffic shall be provided with flashers orother satisfactory illumination ifinplace during hours ofdarkness. All elevation differences oouamd by construction shall be ramped with asphalt and Uneven Pavement warning mignagm installed per W1UTCO requirements until the situation is resolved. existingUtili Potholing utilities and cooperation with utility agencies shall be paid mtthe LUMP SUM' � �-'-��'� -�- bid �'�- andohaUcoveroUxvorkoedescribedintheSpacia|ProvioionaGaotionofthaea price 'U mth || that �h�UU occur�mfu�hero|mr�/ �netin0 fo�i|�vdeothofor Specificst/onmanvve �eanyp o ng '. . , . the contractor and designer. Bracing and Shoring shall be paid a1 the LUMP SUM price in the bid. Such payment .oU Bracing andbe shoring compensation for bracing and shoring per OSHA requirements and accepted construction standards and all work appurtenant thereto. Open Trench Installations The price bid for ductile iron pipe (including fittings) and valves shall include the cost ofcleaning, excavation, furnishing and laying pipe, furnishing and installing valves and fittings, thrust blocks, 14 Agreement No. 6861 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. Miscellaneous Existin Im rovements Unless otherwise specified, any existing improvements 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 Service Connection etc, er lens,. 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). Removal Re lacement Reconstruction of Concrete ROJ 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 unit price for the item and no separate or additional payment will be made therefore. 5-2. CHANGE ORDER REQUESTS Change order requests shall show the date the work occurred, the type of work that occurred, the beginning and end stations for the work, width and depth measurements for any excavation below 66 inches, and the specific labor/equipment/material applicable to the work. At the pre -construction meeting, the Contractor shall submit hourly labor rates used and hourly company -owned equipment rates, based on the current State of California Department of Transportation Labor Surcharge and Equipment Rental Rates, to be used for any time and materials work. Hourly labor rates shall be accompanied by a breakdown of what items contribute to the total labor rate for each type of employee. For company -owned equipment, equipment types, brands, and models shall be clearly listed along with their hourly rate. 15 Agreement No. 6861 Plans Agreement No. 6861 Agreement No. 6861 . .......... 4 t ci t g �s 'T, "h > Aj 0 & o 6 n > MEIN T.33 11"N 000 j fr@1 Pt M;O ..... . ........ W, . ......... ... z M . .... ...... 7J M ETE" I > 7— [_j Ta I f 711"I'l U)CM Ulr 0 n u - N —2-1 Y REER 1 11 z 0 r) > T -1 1 �lr — ---------- R!" IM, . ..... . Hip -n 10, z zH; T M 71 HUI M Z M 0 Hfiq M M, z I ,, ON. 0 Q., M < Cl) I M O�M M z Cf) C: z0 . ......... Agreement No. 6861 4 ,fl a tl — l w. I I I I. @ f S C)C) G e 0- �� 3 Si 18 1 'nRE j m 3 fl fl fl V N r � flk . -- m.....� ;{ w" ...... _ .I'^^ fl... ....... ....—... —416 ......— ...,. .................. ..m,fl �� + ; � a ....._` . ........ .. ....�.� f ' _d7 R x 1JLl UU 1514 arm)Is SrREV ,. k � 9 It ftt d � I Agreement No. 6861 p a I ?: CAyr € Rwla 'n nppr €Lp r t-T --177-1-12 x „q„. a � y l..: 0- 1p µ Hal �F�Gp� � Q... V III ... ... m. , a 11V r ,� au�� y c1s a . «�...... rr q x M I-- a r 5I £d dz ,2 rim t yj d' d �� r��....... ........m.� � J= I q c , s ' ' I p �� 11 ............. .... ............. i 7 d S! "+„ r ..� -�. s�u .ppa�_, KK 1 G pp E dl r� ................. 3 ry l ! q d I J ._ ____..,.� 9 EI� v xM9 i rry .. Asa ..m.�, ,..• �.:-- , . w �� ", .. vavas w >rrard:I 3 � I " p o rsar r� E a D -d ua D m Z ."0 * C3 M Z < Z — C �u Agreement No. 6861 Agreement No. 6861 City Construction and emo itioo Debris Waste Management P''ian (WP) Form Agreement No. 6861 PW INSTRUCTIONS City of El Segundo �MPublic Works Department %rr (310) 524-2300 Construction and Demolition Debris Waste Management Plan (WMP) PUBLIC WORKS PROJECTS (including MUNICIPAL ROAD CONSTRUCTION, OVERLAY, SIDEWALK REPAIR OR LAND CLEARING PROJECTS) INSTRUCTIONS Pursuant to the California Green Building Code of 2016 (2016 CALGreen), the City of El Segundo requires diversion (repurposed, reused, or recycled) of at least 65% of non -hazardous construction and demolition (C&D) debris from Public Works projects. A C&D Waste Management Plan must be submitted to the Public Works Department for municipal projects or projects on public property. The contents of this packet, when completed, constitute a C&D Debris Waste Management Plan (WMP). This packet is designed to track the amount of C&D debris diverted or disposed from your City -related (i.e. Public Works) project. If you believe your project cannot achieve the required diversion, you must complete and submit Form PW-D, the EXEMPTION REQUEST form, to the City (i.e. your Project Manager) explaining the circumstances, and requesting an exemption from the requirements. Ste 1, C'om fete Forms PW-A and PW-6 Form PW-A is the PROJECT INFORMATION form. This form asks for basic project information, such as name, type, description, location, and contractor contact information. Form PW-B is the PRE -PROJECT WORKSHEET form. This form asks for estimated amounts of debris that will be generated by the project. C) ton 1: If you are electing to contract with hauler(s) from the Authorized Hauler list who will handle recycling compliance on your behalf, complete Form PW-B (short form). Option2 If you will be handling all waste management activities (through direct hauling or use of own bins), complete Form PW-B1. Estimate the weight of the C&D debris, by material type, that will be recycled, reused, salvaged, disposed and/or transformed from your project. You must complete either Form PW-B or PW-B1. Ste 2: Submit Forms to Public Works Forms Pd P or PW-B1) must be submitted to your Public Works Project Manager and approved o P commencing work Ste ' : Com fete POST -PROJECT SUMMARY FORM PW-C At least 5 business days prior to contractor requesting release of final project retention, submit a completed FORM PW-C to your Public Works Project Manager. *NOTE* A FACILITY INFO list showing nearby companies that accept C&D materials for recycling is included In this packet. This list was developed to assist you in finding local facilities to use as an alternative to disposal. If you use a certified mixed C&D processing facility, your project will meet the diversion requirements. There are authorized haulers that do business in El Segundo. The HAULER LIST showing companies that are authorized to collect solid waste inEl Segundo is included in this packet. You must use one of these haulers if contracting for waste removal service. - -- -- - - - LAIC IVII11s uIat will automaticany caicuiate waste generation, disposal, and diversion based on the data entered. Rev. 12/4/2020 Agreement No. ` @JPW-A Project Name: Contractor Name: Mailing Address: City of El Segundo Public Works Department (310) 524-2300 Date: PW Project Manager: PW Project Name: FORM PW-A - PROJECT INFORMATION Submit this form to the Public Works Department prior to commencing your project fnr all municinal orolects subiect to compliance, or projects on pubricAroperty. Project Address / Location: City / State / Zip: Ofc Phone No.: Cell No: Email; Project Type: Mark appropriate box in each column with an "X": Road (construction, overlay, repair) USE FORMS PROVIDED BY EL SEGUNDO El Facility Improvement (renovation, alteration, or addition) COMMUNITY DEVELOPMENT DEPT Land Clearing (trail, grading, etc.) Other Estimated Project Start Date: Estimated Project End Date: Request for Exemption: (If you are requesting an exemption, fill out Form PW-D: Exemption Request) To the best of my knowledge, the above information is an accurate representation of the proposed project. I have been made aware of the 2016 CALGreen requirements and will comply with all requirements. Print Name Title Signature Date PW Approved Further Explanation Needed Y - Approva Reviewed By Date Denied Exempt Due to Infeasibility Rev.12/4/2020 2 Agreement No. 6861 FORM PW-B City of El Segundo Date: Public Works Department PW Project Manager: (310) 524-2300 PW Project Name: FORM PW-B - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS This farm tattrst be corm feted and aDjoroved or a dernolition / brrftdin I Dermit will not be issued. Instead of completing a detailed accounting of the types and quantities of C&D debris that will be generated from this project (FORM PW-131), you have the option to select one of El Segundo's authorized waste haulers. These haulers can handle your projects debris in such a way as to comply with CALGreen standards. If you elect this option, please specify which authorized hauler(s) and/or facility(ies) you will be using and sign the acknowledgement below. El' Segundo authorized hauler(s) and/or facility(ies) can be found on the City's website: k�kllas t/v�vn .eq; gG , rrg governrnecgtddet�arNrs erjk dp4ckrlra;ww orksd&'r ,sh•rec 1'ira It is your responsibility to ensure that the hauler knows you are contracting for "C&D Recycling Service" so that the material is properly handled' and waste diverted. You need to obtain weight tickets from the hauler indicating the type and weight of the material collected. In order to comply with the requirements of the WMP, I will contract with the following hauler(s): Hauler: I understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities which receive debris from this project and that I will submit a Post -Project Summary (FORM PW-C) at least busing s dais pr1or Lo fina8 kLs ctye Lion, Name brgnature Date Rev.12/4/2020 Agreement No. FRO PW_B1 .,X City of El Segundo Date: Public Works Department PW Project Manager: as (310) 524-2300 PW Project Name: FORM PW-B1 - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS [This form is to be completed only if you plan to use your own company -owned bins/trucks for disposition of material] This form must be coma leted and gggroved or a demolition/ buLldina Dermit will not be issued: In the table below, list estimated weight or cubic yards of debris that will be generated, recycled, reused, salvaged, disposed, and/or transformed by this project. You must include all recyclers, salvage companies, recycle facilities, mixed -use material recovery facilities, landfills, and/or transformation facilties that will be used for the project. List of materials to be generated from the project: ex, wood, metal, concrete asphalt,: drywall cardboard, mixed C&D debris, TONS CUBIC YARDS Facilities to be Used Reused/Salvaged/Donated Ex.: Habitat for Humanity, Thirft Stores, regrind onsite, reuse fixtures, reuse dirt/concrete/asphalt Recycled A facility that accepts 100% recyclable materials to be turned into other products. Delivered to Mixed C&D Recycling Facilties that recover some materials for recycling Disposed/Landfilled/Transformed Transfer station, landfill, orSERRF Generated (total of above) I or my company elect not to use an authorized hauler because I or my company own containers (bins or roll -off boxes) Initial Here and/or dump vehicles and will not be contracting for debris removal services. I understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities Initial Here which receive debris from this project and that I will submit a Post -Project Summary (FORM PW-C) at least S business da s rior t inal ins ecti n. Print Name Signature Date Rev. 12/4/2020 3-A Agreement No. 6861 Form PW-C - City of El Segundo Public Works Department (310) 524-2300 Project Name: Contractor Name: Form PW-C - Post Project Summaty Project Address: Project Manager: Project Number: Date: This form must be submitted to the Public Works Department at least 5 business days prior to project finalization. Provide facility name, material, and total tonnage disposed and/or diverted. Documentation must be attached (i.e. weight tickets). If an approved mixed waste processing facility was used, a report by the facility for this project is preferred. Return the completed form to the Public Works Department. You may use additional sheets if necessary„ �l. , nu I m..„.,.v � ,n� ...1(rl� �.,w 1,,1,:(. !I Pn�`k.. r1,i'•�,-, .„.,�„ , »� �1>�ll��J�J�1llII�I�II(�i�I�IJ�"JJJ11�(a1I�![��Gl�'��/�/�1'%��1J�I��J��JJ��1�'�'�11�;X��/��C��l�allallJ�J��I�J�JI�JJJ��/?�(i�ili�i�J�ICI��C(G�i��C>IC{I'��,�1��>�,� If you used one of the City's authorized haulers or facilities, complete this section, then skip to the SIGNATURE section below. I used to meet the recycling requirements. Weight tickets are attached. (List haulers and/or facilities that were used) a. J 1Jl 1 I I. FACILITIES Please list all facilities (i.e. landfill and/or transformation, recycling/reuse/salvage, mixed C&D debris processing, materals recovery) used for this FACILITY NAME TONS DELIVERED TONS DIVERTED TONS DISPOSED DIVERSION RATE 1 2 3 4 Other (reused on site) TOTALS ) ) ( ) Iyjin 1 J i �C�/1�/„/ ,Gl///,,//iJJ�) Ja////IIJJJJJ�ld1I1✓f// Please enter disposal and diversion totals for each il,earp below, according to letter. Totals reported must match those listed in Section I: TOTAL GENERATED�� (A) TOTAL DIVERTED (I) TOTAL DISPOSED (C) OVERALL PROJECT DIVERSION RATE�0.00% °fu (B/A)''100 To the best of my knowledge, the above information is an accurate representation of the disposition of the construction and demolition materials generated on the jobsite. I understand that the City of El Segundo may audit disposal and recycling documentation for this project. Print Name Signature PW OFFICE USE ONLY Diversion Requirement Met: =Yes No Exemption: = Yes No Reviewed and Approved by: Date: Rev. 12/4/2020 Agreement No. 6a64 PW—D City of El Segundo Public Works Department (310)524-2300 s Project Name: Contractor Name: Project Number: Form PW-D - Exem tion Request Project Address: Project Manager: Date: If it is infeasible for you to comply with all of the requirements set forth by the Construction and Demolition Debris Recycling Form and you are requesting an infeasibilty exemption, please use the following space to explain why your project should be considered exempt from recycling requirements. Exemption Approved: Reviewed by: PW Yes = No Date: Rev.12/4/2020 Agreement No. 6861 Water Division Approved Material :List and Water Division Standards Any change from the Appendix D list for the brands and models to be used shall be brought to the City's attention prior to bidding for review as an approved equal per Section II 4-1.6, Page II-B-10. If an unapproved brand/model is installed during construction, the City will ask for those items to be removed and replaced with the accepted materials, at the Contractor's expense. CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR Agreement No. 6861 USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. ITEM IDEscRipmoN IMANUFACTURERNOVEIL AIR/VACUUM VALVE greater Epoxy coated/ ined. Stainless steel hardware/ ARI D-060 or ARl D-040 1-1 than 2-inch PVC AIR/VACUUM VALVE ABOVE Air-Vaccum Valve Assembly. "Valve Box" for Pipeline Products VCAS 1830 4", Color shall be Granite 1-2 GRADE ENCI(OSURE �� below grade components Pipeline Products VCAS 2436 6-8 inch, Color shall be Granite Mueller B-24258 N-3 Mueller B-24255 N-3 ANGLE METER STOPS 1-inch - 1" Bronze Angle Meter Stop (Ball Valve) with 90 1-3 Compr. x Swivel Meter Nut, Degree Lock Wing, Compr.(Flare) x Outlet Swivel Flare. xSwivel Meter Nut Meter Nut Jones E-1963 WSG L/S Jones E-1964 W L/S Mueller B-24276 N-3 Mueller B-24286 N-3 ANGLE METER STOPS 2-inch - 2 Bronze Angle Meter Stop (Ball Valve) with 90 2-4iC�rmpr. x Meter Fig, Flare. x Degree Lock Wing, Compr. x Outlet Meter Flange Jones E-1975WSG L/S Meter Fig i Jones E-1974WSG L/S Reduced Pressure Principal Type Assemblies; Ust 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 Bronze Compression x MIP Thread Ball Valve 1" Mueller B-25028 N 1-6 1" and 2' BALL CORPORATION and 2" Full Opening, Ball Corp. and Saddle shall Jones E-1935SG STOP, MIP x Compression be constructed by same manufacturer. 1-7 r r Iniine BALL Valves, FIP x FIP FIP (NPT) Ball Valve Mueller B-20200-N - 3 (1" - 2") Mueller H10890N 1-8 Meter Fittings Flttings required to connect ball valve to various Mueller 4108890ON meter sizes, Swivel end, flanged end Mueller H10129N T316 SS Hex Bolt T316 SS Hex Nut 1-9 BOLTS AND NUTS Bolts and nuts shall be 316 Stainless Steel T316 SS Hex Washers Agreement No. 6861 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES 2-1 � CASING END SEAL 1/4" Thick Styrene Butadiene Rubber Sheet End Seal. Use 1"Wide Stainless Steel Bands. Zippered End Seals with Stainless, Steel Bands may also be used. Advanced Products & Sys. Cascade _.�... __ Calpico Pipeline Seal &Insulator Powerseal 2-2 CASING SPACER Stainless Steel Casing Spacer, Center Restrained, Position Type with PVC Liner and Non-metallic Anti -friction Runners Advanced Products & Sys. Cascade Calpico Pipeline Seal & Insulator Powerseal Raychem 2-3 Chlorine Sodium Hypochlonte Solution. Per City Specifications 2-4COATING, Wr4TERPROOF ' Epoxy Resin Based Cemetous Trowel Grade protective, waterproofing for concrete Sika Top Seal 107 STO CR 241 4" and Larger Steel or Ductile Iron Construction, Ford FC1, FC2A, FC2W 2-6 COUPLING, TRANSITION FLEXIBLE Slip x Slip, Epoxy Coated with 304 or 316 Stainless Steel Bolts and Nuts. For useon AC, PVC, DI, orSteei Pipe. Proper coupling shall be Romac501, JAR 501, Macro HP JCM 215 Long DI Coupling Cat. No. 215-0905 Smith-Blair441- 42, 461 used for each type pipe JCM 210 DI CoupRng 2-7 COUPLING, TRANSITION RESTRAINED For use on AC, PVC, DI, or Steel Pipe, Contractor shall be responsible for providing the proper couplings for each type of connection EBAA Inc. Series 3800 Smith- lalr473 JCM 241 or 242 with JCM 630 AC Pipe 2-8 FLANGED COUPLING, ADAPTERS RESTRAINED EBAA Inc. Series 2100 Romac RFCA for PVC Pipe a�tart eF�' EBAA Inc. Series 1100 (Ductile prom) 2-9 FITTING, PIPE RESTRAINT Mechanical Joint and Pushout Joint Restraint AWWA PVC and Ductile Iron Pipe Field Lok Gaskets Star 2-10 BEND, BURY, DUCTILE IRON 6" Ductile Iron Bury Bends, Long Radius, Fig x MJ/PO (Use of Short Radius Bury Bends with City Sigma Tyler I; Engineer Approval Only) Clow South 'Bay Foundry 2-15 f EPDXY ADHESIVE High -Modulus, Low Vicosity, Epoxy Resin Based (Sika Sikadur 31 3-1 FIRE HYDRANT Adhesive suitable for Grouting Bolts or Dowels 6°" Standard 150 PSI Wet Barrel Ductile Iron Flre Sika Sikadur 35 CJow 2050, Clow 2065 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR Agreement No. 6861 USE ON CONSTRUCTION OF POTABLE WATER FACIUTIES • 3-2 Fire Hydrant Check Valve Fire Hydrant Check Valve Clow LBI400A or MuellerJ6000 FIRE HYDRANT, 200 PSI or 3-3 Project Specification Submittal Required Higher Flanged, Mechanical, Joint or Push -on Tees, 'Gri9t#n Bends, Crosses, Recucers, Adapters, etc., for Nappc 3-4 FITTING, DUCTILE IRON Water Lines 4" and larger. Manufactured per AWWA C110 and C153. Double Cement Mortar Star Lined. Tvler 3-7 Not Used US Pipe Full Face Flange-Tyte Gasket Calpico Agreement No. 6861 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 Klinger 4401 3-6 GASKET with Nitrile. No Asbestos Content (KEEP NSF 61 approved gaskets) PSI NSF Approved Tripac 2000 Tripac 5000 JM Clipper Gaskets 660 and 880 US Pipe Flange-Tyte Gasket Rubber RingType with Stainless Steel Locking 3-7 (GASKET, JOINT RESTRAINT Segments Vulcanized into the Gasket- Fur use on US Pipe Field Lok 350 PVC Carrier 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 US Pipe 3-9 GREASE For Bolt Corrosion Protection on Buried Bolts, NO-OX-ID Type Sanchem NO-OX-ID Dearborn Chemical 3-12 JOINT SEALING COMPOUND, PLASTIC ROBE For use on Pre -cast Vault and Manhole in Grooved Joints between sections Quickset Joint Sealing Compound 3-10 LUBRICANT, PIPE GASKET Rubber Gasket Pipe Lubricant for use on PVC or ductile Iron Pipe Joints, NSF Listing required. Whitlam Blue Lube Phoenix 3-11 METER Supplied by Contractor P¢ r 'rt SoeriSJcatior , Metron Farrier 4-1 METER BOX AND LID 1" Meter or smaller - Meter Box-15-1/4" x 22" x 11-3/4" (Incidental/Alley) 1-1/2" to 2" Meter - Meter Box-18-3/4" x 30- 3/8" x 13-1/2" (Incidental/Alley) Brooks 37MB J&R Concrete Products: No.W4-1/2 4-2 METER BOX AND LID Brooks 38M6 J&R Concrete Products: No.WS-1/4 DFW: DFW65CH4-14-4 4-3 METER BOX AND LID i oBe used do anito o ype eter Installations - Meter Box-15-3/16" x 37" x 12- DFW: DFW1730FH4-12-4 4-4 PAINT Valve Box Lids Prime Coat required on all above ground metal surfaces Sinclair Gloss Enamel Blue Fire Hydrants 4-5 PAINT Prime Coat required on all above ground metal Yellow (2 coats) surfaces 4-7 PAINT Backflow Assys & Vent Pipes, Meters, Regulators, Vault Piping, Air Valves. Prime Coat required on Sinclair Gloss Enamel Blue all above ground metal surfaces (use Tnemec Cerro Halstead 4-8 PIPE, COPPER TUBING 1" Type K Soft Seamless rolled Tubing 2" Type K Soft Seamless Straight Lengths 1" 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 CI11 C115, C150, C151. Double Cement Mortar Lined Griffin Pacific States .................. i a U.S. Pipe pap 8-mil Thick Polyethylene Encasement Sleeve for 5 1 PLASTIC I ENCASEMENT Ductile Iron Pipe (DIP) perAWWA C105 and Recycled PVC, CMC/L, or DIP Non -Purple Water Northtown-Polywrap Pipe. Clear Sleeve for Potable Water 8-mill Thick Polyethylene Encasementfor Buried CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR Agreement No. 6861 USE ON CONSTRUCTION OF POTABLE WATER FACILITIES 5-Z PLASTIC WRAP Fittings and Valves —Double Wrap Clear Sleeve Northtown-Polywrap for Potable Water 5-3 Service Piping Wrap Polywrap for service lateral piping Northtown Potl wrap - C Surface Primer for Underground Application of Carboline Denso Paste 5-4 PRIMER, WAX TAPE Petrolatum Wax Trenton Terri -Coat Tape Agreement No. 6861 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO ITEW* * +jmANuFAcruRER/MOI)EL JonesJ-979 Cast Brass ASTM 862 Body with Silicone Bronze Smith -Blair 323 5-5 SERVICE SADDLE FOR Double Straps, IP Outlet Sizes 25mm (1") and ACP AND DI PIPE 50mm (2"). Ball Corp. and Saddle shall be Romac 202B constructed by same manufacturer. Mueller BR28 FAG, BRASS 1" Diameter, IS Gauge Brass with 3/16" Die (Stamped Letters and Numbers, Suitable for Ford 20285 Jones J-969 5-11 IDENTIFICATION Attachment to Cathodic Protection Wires by i means of a Nylon Zip Tie. Romac 202N i Adhesive Plastic Outer Wrap for Wax Petrolatum Polyken 960 5-6 TAPE, OUTER WRAP Tape in Trenton Polyply Underground Applications 10 to 50 MdV x Z" Wide Genera) Utility Tape for S-7 TAPE, UTILITY Corrosion Calpico Protection of Above and Below Ground Pipes 3M 50, 51 6" Wide, Warning/Identification (Non -Metallic) Calpico, Type 1 Marking Tape for Buried Facilities with 6-1 TAPE, WARNING/ Continuous Warning "Cautlon Water Main Une Tec, Type 6 IDENTIFICATION Buried Below" or "Caution Treated Urban Run- T.Chrssty Eng., Type 1 _w. Off Water Buried Below" Tape for Recycled Terra Tape, Standard 250 Water shall be Yellow with Black Lettering Thor, Elast Tec Northtown a ` Calpico, Type 1 TAPE WARN ING/ 13" Line_Tec, Type B Wide, Warning/Identification (Non -Metallic) 2 IDENTIFICATION FOR Marking Tape for Buried Irrigation Pipelines. T.Chri Eng.,T e 1 -� YP .RECYCLED Purple Colorwith Continuous warning Caution Terra Tape, Standard 250 Thor, ElastTec IRRIGATION Reclaimed Water Main Buried Below" Northtown Round or Square 1-1/2" Diameter SS Rod, 6-6 VALVE STEM Welded Construction, with Top Centering Ring EXTENSION SS and AWWA 2" Operating Nuts Top and bottom. Pipeline Products SX-908 Use when extension longer than 8 foot. p' Ford 611-233WW-NL Jones J-1900W 6-7 VALVE, BALL WITH 3/4"Bronze, Straight, PIP x PIP with Locking Tabs LOCKING TABS and Handle 3/4" Mueller B 2020ON AY McDonald 76101W I VALVE, BUTTERFLY 18" and Larger, AWWA C504, Class S. M&H 1450, 4500 6-8 1.50 PSI Thermosetting or Fusion Bonded Epoxy coated tl and Lined. Class D or E Flange x Flange Ends CITY OF EL SEGUNDO APPROVED MATERIALS UST FOR Agreement No. 6861 USE ON CONSTRUCTION OF POTABLE WATER FACILITIES • • •w Mueller Lineseal III Pratt Groundhog 18" and Larger, AWWA C504, Class B. M&H 14'50, 4500 (Class 250) Mueller Lineseal XP 250 6-9 VALVE, BUTTERFLY Thermosetting or Fusion Bonded Epoxy coated Pratt Triton HP-250 Z50 P51 and Lined. Class D or E Flange x Flange Ends - 'ZU Mueller 2362 (AWWA C509), Mueller 2361(AWW'A C.51S) VALVE, GATE, Stem, Ductile Body and Bonnet, encapsulated Clow 6-10 RESIUENT WEDGE Wedge per AWWA C509 Epoxy Coated Interior. (RWGV) Valves larger than 12" shall be manufactured to Kennedy 7-1 VALVE BOX"Water"GOST For Gate Valves & Butterfly Valves, See Standard Traffic Box 10 3/8" t.D. x 12" by Christy/Oldrastie Dwg W13, Lids shall be marked 7-2 VALVE BOX Normally Close Valve, Lids shall be marked G05TTraffic Box 10-3/8" I.D. x 12" by Christy/Oldcastle "Water" 7-3 VALVE BOX 1" Blow Off or Manual Air Releases. See GOSTTraffic Box 10-3/8" I.D. x 12" by Christy/Oldcastle Standard Dwg W5, Lids shall be marked "Water" 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 II Dwg W6 Lids shall be marked "Water" 7-5 i iVALVE BOX 4" Blow Off Assembly. GOST Traffic Box 10-3/9" I.D. x 12" by Christy/Oldcastle Tyler Union 7-6 Valve Box Can Extensions RK Industries 7-7 Valve Can Cover Si ma-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 a Regency Wire Christy Direct Bury Silicone -Filled Capsule Tube with $M DBR� 7-9 WIRE, TRACE R Standard Wire Nut or Silicone -Filled Wire Nut King4 King CONNECTOR Connectors forTracer Wire Connections. King 6 Agreement No. 6861 180607 - CITY OF EL SEGUNDO WATER STANDARD DETAILS El Segundo Water Details Detail No. Sheet No. Sheet Title 1 2 WT-1 WT-2 1 of 1 1 of 1 1-inch & 2-inch Copper Branch Service Fire Hydrant Assembly 3 WT-3 1 of 2 2-inch Copper Fire Line 4 WT-3 2 of 1 New Fire Service Installation 5 6 WT-4 WT-5! 1 of 1 1 of 1 New 3"-8" Water Service Installation With Backflow Preventer Thrust and Anchor Block Tables 7 WT-d 1 of 2 Restrained Length Tables Horizontal 8 W7-6 2 of 2 Restrained Length Tables Vertical 9 10 11 12 WT-7 WT-8 WT-9 WT-10 1 of 1 1 of 1 1 of 1 l of 2 Water Main Trench Detail Pipe Casing Installation Fire Hydrant, Valve and Tee Removal Detail New Gate Valve Installation 13 'WT-10 2 of 2 Adjustable Valve Box with Cap in AC Pavement 14 WT-11 1 of 1 1-inch or 2-inch Air and Vacuum Release 15 WT-12 1 of 3 To be Used For: 3/4-inch & 1-inch Meters 16 17 WT-12 W7-12 2 of 3 ITo 3 of 3 be Used For: 1-1/2.-inch & 2-inch Meters To be Used With Manifold Type Meter Installations 18 WT-13 1 of 3 5/8" 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 FINISHED GRADE 45" 1 ( WATER MAIN p METER SIZE � 'METER BOX SIZE 1" 227x15"x12" 1-112" & 2" 30" x 19" x 13" 'SEE SHEET WT-12 FOR METER BOX DETAILS. Agreement No. 6861 w SEE DETAIL A r"- 1 8 SEEuj CURB � � NOTE-4 log g Ca, - w x �w M N 10"CLEARANCE 10 FROM SWIVEL NUT OR FLANGE TO TOP OF BOX ITEM MATERIAL BRONZE DOUBLE MAP SERVICE SADDLE, 1' OR 2" F.I.P.T. OUTLET 1" CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x FLARE 2" CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x COMPRESSION r 1" (ROLLS) OR 2" COPPER PIPE, SOFT/ ANNEALED TYPE K IN 20' LENGTHS. r 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, FJ.P. x METER FLANGE (MUELLER B-24286N-3, B-24276N-3 OR EQUAL) 6 METER (FURNISHED BY CONTRACTOR) (SEE SHEET WT-13) STRAIGHT METER COUPLING, SWIVEL NUT x M.I.P.T. -1 Y2" LONG 6 METER BOX (SEE SHEET WT-12) 9 90" COPPER ELBOW, C x C SOLDER JOINTS 10 6' THICK BASE OF 3/4" CRUSHED ROCK. 1i BOLTS, NUTS & WASHERS DATE I'.. N0. I REVISION/NOTE SWEEP FOR 1" PIPE ONLY CITY CUSTOMER —. EXISTING WATER METER PRIVATE PROPERTY OR NEW PROVIDED BY CONTRACTOR DETAIL A NOTES: 1. ALL SERVICE LATERAL ASSEMBLIES SHALL BE NSF 61, ANNEX G AND CALIFORNIA AB1953 COMPLIANT. 2. ALL WATER METERS SHALL CONFORM TO AWWA WATER METER LAY LENGTH STANDARDS. 3. ALL PIPING SHALL BE RATED FOR 300 PSI_ 4. PLACE METER BOX ASSEMBLY 1-FT FROM PROPERTY UNE IF INSTALLED WITHIN ALLEY. -METER AND BOX ROTATION REQUIRES CITY APPROVAL. BY 1-INCH & 2-INCH COPPER BRANCH SERVICE ORIGINAL DRAWING ISSUED I A.JS A?PROVEDBY; DATE: 20 DES: AJS SCALE: NONE. SHEET NO. 1 OF 1 D: SEM T: DATE: VvT_1 Agreement No. 6861 q 9" Z, ELEVATION ITEM MATERIAL 1A 6" FIRE HYDRANT WITH 2.5' x 4" IN RESIDENTIAL AREAS 15 ° 6" FIRE HYDRANT WITH 2.5" x 4" x 4" IN COMMERCIAL AREAS 2 CONCRETE SPLASH PAD 3 16" BREAK -OFF CHECK VALVE (GLOW LB1400A OR JOKES J6000) 4 WET BARREL HYDRANT BURYS (MJ x FLG) SIZE TO FIT 5 CONCRETE THRUST BLOCK PER WT-5 6 6" DUCTILE IRON PIPE CL 350 7 6" RESILIENT WEDGE GATE VALVE (FLG x MJ) 8 RESTRAINED MECHANICAL JOINT 9A DUCTILE IRON TEE WITH 6" FLANGED BRANCH 110 STAINLESS STEEL TAPPING TEE WITH 6" FLANGED BRANCH' VALVE BOX AND CAP W15LJP CAN 'CHECK COMPATIBILITY OF TEE MATERIAL WITH EXISTING PIPE MATERIAL. DATE I'. NO. � REVISION/NOTE BY 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. 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. ORIGINAL DRAWING ISSUED A,I,S APPROVED BY. DATE: 20 DES:A, D: SEM T: Vise, P4wjma Wnaq C: FIRE HYDRANT ASSEMBLY SCALE: NONE SHEET NO. 1 OF 1 DATE: n UVT_2 eal�. Agreement No. 6861 18' MIN. NOTES: M 1. FIRE 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 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. DCDA MUST BE INSTALLED AS CLOSE AS PRACTICAL TO THE PROPERTY LINE AND COMPLETELY WITHIN PRIVATE PROPERTY. ITEM MATERIAL DOLIBUE STRAP SERVICE SADDLE, 2" F.I.P.T. OUTLET (FOR 0BRONZE DUCTILE IGRON 0E) 2O 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 Fl(D CHECK DETECTOR ASSEMBLY WITH CHEATER METER (WATTS 007MIDCDA OR EQUAL) W 90°COPPER ELBOW, C x C SOLDER JOINTS VALVE CAN, SEE SHEET WT-10 (SHEET NO. 2) SHED GRADE ELEVATION VIEW • 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 DNISON fDCDA 3' PIL CITY WATER MAIN TYPICAL SERVICE ACCESS AREA DAZENO. REVISION BY 24NCH COPPER FIRE LINE ORIGINAL DRAWING ISSUED AJS r D BY: DATE: 20 DES: AJS SCd e NONE SHEET N0. 1 OF 2 D: SEM T: DATE: WT_`3 Agreement No. 6861 TO BE INSTALLED BY CONTRACTOR INSPECTED BY CITY 18" MIN. FINISHED E. GROUND 6 SEE NOTE 1 MAINTAIN SEPARATION OF 18" BETWEEN WALL AND CENTER OF PIPE RUN k 8 8 CUSTOMER SIDE , ELEVATION VIEW SEE NOTE 3 a , TO CITY' �— WATER MAINN— 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 SERVICEAND TEST (REF. TO L.A. COUNTY DHS, SAFE PLU,' iBING PRACTICES). 2. THE APPRIVEO SACKFLOW PREVENTION ASSEMBLY SHALL BE FURNISHED BY THE MANUFACTURE AS A COMPLETE ASSEMBLY, METER TO BE FURNISHED BY THE CONTRACTOR (MEASURED IN C.U. FT.), 3. FOR 2 INCH SERVICE INSTALLATIONS„ SEE DETAIL WT-3 (SHEET 112). 4. DCOA MUST BE INSTALLED AS CLOSE AS PRACTICAL TO THE PROPERTY LINE AND COMPLETELY WITHIN PRIVATE PROPERTY, DATE N NO- N REVISION/NOTE ORIGINAL DRAWING ISSUED APPROVED BY 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_ WI`fH C'rG'Y''�JATER DNI50N TYPICAL SERVICE ACCESS AREA, Ais By N I, DATE: 20 DES: AJS SCALE. NONE D: SEM T: DATE: C: APP: PIL NEW FIRE SERVICE INSTALLATION SHEET NO. 2 OF 2 1NT-3 Agreement No. 6861 � Z z � � k Uw 3 z� o z o M J LU LU u�zCLLU z ¢ c� LLI w W Q CVO c=n Z Y w w tya �aa Wco w ¢ coCq Q n- � I U F LU Z W 1— }y Z Lu Z m 7 Z K pw_.. Q 2 Al Q r d y fl Q u"- " 4 U Q � • W o w oorCJ OQQ J � ¢ o Fy =O¢ CO ON LU Z CD U Ow U U �xw rwn�w OU p x Z w w ~LLZU ¢ r O �QZV ZQY OUm `-. Cn K o Z W Of I-zWc� cn w w Z wiz Elf o m �� v 7 ao6w? OZm� Z == O ¢U¢w xZ ri ULFwi w � o z d ¢_ a Z w wN y J cr w o c u dN�f'0 U co w QzW¢ w a <0, 3 3�vxi� PU- m me O z N M Q I (_ z M o � � p w O «� = LL w W w - w w O Z O a z O O LLI F- W F- g LU wf- s o O ao z } LL a x d Co d OLLI F x O CD ¢ w to 0 O W 0 O O -� N W J W CD',,. ',. J W y fn Z4 m ~ m > W H Q = n ¢LO r lL M c~ii O X Q F Z j LL W= S S Q Q W xsa�a�Jc muOiQusr>-ntxn� �aaoo=off aws (j M p d U) W U X Z JW Wa�fnOr2 a w r O w m w r m w w= z w m m F - W CD�OZ-UU�.QZ w m¢¢ Q W W= m U r C Z nC, O wOwUOZ Z~. UUO1-- WZjCdO s-}m d W 0 Q< aCL co LU co avm4L)¢ TABLE1.4 C.'Al r.111 ATI N A.r'�,:CIIMPT1T"MQ CONDITION VALUE LAYING CONDITION TYPE 4 SOIL CLASSIFICATION DEPTH OF COVER GOOD SAND (GW) w_ 3 FEET DESIGNITEST PRESSURE 200 PSI' OPERATING PRESSURE mm ..�. ALLOWABLE SOIL BEARING, Sb MATERIAL DENSITY, Wm VARIES PER PLAN 1000 PSF 2 150 PCF SAFETY FACTOR UNDISTURBED SOIL 1 BEARING AREAS AND ANCHOR VOLUMES INCREASE DIRECTLY WITH INCREASED PRESSURE. 2 FOR SOIL BEARING VALUE OF 2000 PSF USE:112 x BEARING AREA SHOWN; 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: I.. ALL THRUST BLOCKS HALL BE PORTL.AND CEMENT CONCRETE MIX W-C 250, ATTAIN 2,000 PSI STRENGTH, AND BE PLACED AGAINST UNDISTURBED SOIL, 2, THRUST BLOCKS ON REDUCERS SHALL BE KEYED INTO THE TRENCH BOTTOM AS SHOWN. 3. CONCRETE SHALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. 4. DO NOT COVER FITTING BOLTS WITH CONCRETE. 5. AVOID PLACING CONCRETE ON ANY PART OF THE VALVE BONNET OR VALVE OPERATOR WHEN VALVES ARE FLANGED TO FITTINGS. 6. THE RATIO OF WIDTH (b) TO HEIGHT (h) OF THRUST BLOCK AREA SHALL NOT EXCEED 1 112 TO 1. 7. ALL ANCHOR RODS SHALL BE; FOR PIPE SIZES < 121: #4 BARS 161 : ; 5 BARS 1V': 46 BARS B. COAT REBAR WITH 80 MILS OF COLD -APPLIED "NO-OX-ID" CONTACT GREASE BITUMA TIC WATER -PROOFING COMPOUND. WRAP EXTERIOR OF VALVE, ACTUATOR AND REBAR WITH 8 MIL POLYETHYLENE SHEETING AND TAPE PER IRWD SPECIFICAMN, 9- MINIMUM CONCRETE COVER OVER REBAR SHALL BE 3". 10. NO CONCRETE SHALL BE POURED ON VALVE OR PIPE JOINT. 11. YIELD STRENGTH OF STEEL BARS IS ASSUMED TO BE 36 KSI. 12. ANCHOR BLOCKS SHALL BE USED AT VERTICAL BENDS WHEN PIPE IS ABOVE OR BELOW GROUND .AS SHOWN ON THE PLANS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE THE SOIL BEARING CONFIRMED PRIOR TO CONSTRUCTION., 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. TARt 911. 4In0lI7rWTAl 7°uolve-r of Ary Baran - .- PLAN Agreement No. 6861 b UNDISTURBED SOIL . - ` -, -- THRUST BLOCK UNDISTURBED SOIL TYPICAL HORIZONTAL BEND SECTION CT �l h ANCHOR RODS ANCHOR BLOCK UNDISTURBED SOIL SECTION TYPICAL_ VER'TICAI. BEND ,Or-iRiNGAREA (SF) = 5"r x T 6 THRUST (LBS), T = 2 PA sin '- ANCHOR VOL U,ME(C)q =127 )x SW T \\\ / r., TARI F i . VFRTir,A I A AI/ Ltl'P cr nr v rans �. rc PIPE 22.5 BEND 45 BEND SIZE THRUST VOLUME THRUST VOLUME (IN) (LBS) (CY) (LBS) (CY) 4 981 0.2 1,924 0.S 6 2,206 0.5 4,328 1.1. 8 3,923 1.0 7,694 1.9 10 6,1291,5 12,022 3.0 12 8,826 2.2 17,312 4.3 16 15,690 3.9 30,777 7.6 .us I li,u..36 I 4.9 I 38,952 1 9.6 PIPE 11.25, END 22.5 BEND 45 BEND ..................... 90 BEND SIZE (IN) THRUST BEARING THRUST BEARING THRUST BEARING THRUST BEARING (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 1,97.1 f' 2.0 3,923 3.9 7,694 7.7 14,217 14.2 10 3,079 3.1 6,129 6.1 12,022 12.0 22,214 22.2 12 4,434 4.4 8,826 8.8 17,312 17.3 31,989�32,0 16 1 7,883 7.9 15,690 15.7 30,777 30.8 56,869 56.9 18 9,977 10.0 19,858 19.9 38,952 39.0 71,975 72.0 NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE INFORMATION SHOWN HEREON DATE N0. j REVISION/NOTE BY PRIOR TO ITS USE. ORIGINAL DRAWING ISSUED A,IS �y APPROVED BY DATE:---10 -DES: AJS D: SEM T: 4WD r R rur Ee # eer C: DATE: APP: DEADEN / TEE THRUST BEARING (LBS) AREA (SF) 2,513 2.5 5,655 5.7 10,053 10.1 15, 708 15.7 22,619 .2.6 40,212 40.2 50,894 50.9 THRUST AND ANCHOR BLOCK TABLES SHEET NO. 1 OF 1 WT-5 Agreement No. 6861 T nog r 1) a _ ncnn ceinl TGG eun W lRIMKITAI RFUDS RESTRAINED LENGTH, L (FT) CONNECTION CONDITION PVC DUCTILE WARPPED IRON DUCTILE 6 INCH DIAMETER DEAD END / TEE 40 25 73 90' HORIZONTAL BEND 15 12 17 45' HORIZONTAL BEND 6 5 7 22.5' HORIZONTAL BEND 3 3 4 1125° HORIZONTAL BEND 2 2 2 8 INCH DIAMETER DEAD END ITEE 53 33 95 90' HORIZONTAL BEND 19 16 22 45' HORIZONTAL BEND 8 7 10 22.5' HORIZONTAL BEND 4 4 5 11.25' HORIZONTAL BEND 2 2 3 121NCH DIAMETER DEAD END 1 TEE 74 46 134 90' HORIZONTAL BEND 26 22 31 45' HORIZONTAL BEND 11 9 13 22.5' HORIZONTAL BEND 6 5 6 11.25' HORIZONTAL BEND 3 3�3 TABLE 22 - CALCULATION ASSUMPTIONS _� . . CONDITION VALUE LAYING CONDITION SOIL CLASSIFICATION TYPE 4 GOOD SAND (GW) DEPTH OF COVER 3 FEET PRESSURE 200 PSI I�D.ESIGN(TEST Op PERATING PRESSURE VARIES PER PLAN NEAREST RUN JOINT FOR TEE 1 FOOT SAFETY FACTOR � 1.0 2 v RESTRAINED LENGTHS FOR TEES CALCULATED USING EQUAL RUN AND BRANCH DIAMETERS. z 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 1NFORf ATION SHOWN HEREON PRIOR TO ITS USE. i RESTRAINED LENGTH NEAREST RUN JOINT L RESTRAINED TEE —T NEAREST RUN JOINT TYPICAL TEE CONNECTION RESTRAINED LENGTH L RESTRAINED END CAP TYPICAL DEAD END CONNECTION RESTRAINED LENGTH RESTRAINED BEND FITTING L —I F PLAN TYPICAL HORIZONTAL BEND CONNECTION DATE NO. .... REVISIONINOTE �.....BY RESTRAINED LENGTH TABLES «. HORIZONTAL ORIGINAL DRAWING ISSUED AJS APPROV®BY; DATE: 20 DES. AJS SCALE: NONE SHEET NO. 1 OF 2 I ❑: SEM T: DATE: WT-6 WzW ftmt= Err C: APP: Agreement No. 6861 Agreement No. 6861 6" 6" 6" MIN. MIN. TRENCH WIDTH MIN, 6". MINI. TRENCH WIDTH ....� SAWCUT D2 (1I SAWCUT SAWCUT C2 (6" MAX) 1 B EXISTING P.C.C. `�'.✓'✓!"r,✓',.r`s's'%r"'� �''�r°'�/r/'/'✓/.✓�"/fr" PAVEMENT EXISTING % A.C. PAVEMENT ✓ ✓�i r�" z 6" C MIN. 1 6" c� z � 8" MAX. 8" o Lu m Lu DETAIL "A" a (A.C. PAVEMENT) 6" MIN. N 6- 8" MAX. ( 8" DETAIL "B" (P.C.C. PAVEMENT) SAWCUT Lu O d N i d 2 LL U O w x F F CL LLJ O W Z O LLI CD z 0 0 w m Lu a ITEM NO. DESCRIPTION IF COVER, TO NEW PIPE IS LESS THAN 36', CITY ENGINEER WILL SPECIFY SPECIAL BEDDING AND BACKFILL REQUIREMENTS 1.... 2 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). NIECHAIICALLY 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 COMPA "I°ION, J PAVE 6" (OR EXISTING PAVEMENT THICKNESS PLUS 1", WHICHEVER IS GREATER) WITH D2-PG-6410, C2-PG�110 A.C, B-PG-6410 REFER TO APWA STD PLAN 132-3 AND 133-3 6 TRACER WIRE SECURED TO PIPE WHEN APPLICABLE (NOT NECESSARY FOR DIP) WARNINGIIDENTIFICATION TAPE a b 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 g #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. DATE NO. REVISION I NOTE BY APPRO'JED BY: WATER MAIN TRENCH DETAIL ORIGINAL DRNhING ISSUED AJS DATE: a0 DES: AJS SCALE: NONE D: SEM T: DATE: SHEET NO- 1 OF 1 WT-7 Agreement No. 6861 DATE I NO, APPROVED SY 1 ANGLES TO BE CONSTANT AROUND ENTIRE CIRCUMFERENCE OF THE PIPE. NUMBER OF SPACERS PER MANUFACTURER'S SPECIFICATIONS �CASING SPACER CARRIER PIPE I STAINLESS STI FILL ANNULAR SPACE WITH CLAMP BANDS AIR -BLOWN SAND (SEE NOTE 3) CONFIGURATION - CENTERED PIPE CASING FiSSECrdN MAX (TYP) I. DUCTILE IRON CARRIER PIPE CASING THICKNESS: (SEE NOTE 5) OVER LAPPING RUBBER SEAL (SEE NOTE 3) PLACEMENT OF SPACERS ON CARRIER --' PIPE PER MANUFACTURER'S SPECIFICATIONS NOTES: 1. DUCTILE IRON (DI) PIPE JOINTS INSIDE PIPE CASING TO BE RESTRAINED (TYP). 2. INTERIOR OF CASING TO BE GROUND SMOOTH AND LUBRICATED FOR SPACER INSTALLATION. 3. RUBBER SEALS AND STAINLESS STEEL CLAMPS REQUIRED. 4. REDWOOD SKIDS CAN BE SUBSTITUTED FOR SPACERS ON A CASE BY CASE BASIS AS APPROVED BY ESWD. 5. CASING THICKNESS (TO BE DETERMINED BY ENGINEER) NOT TO EXCEED DEFLECTION OF PIPE. 6. ALTERNATE CASING SIZE TO BE APPROVED BY DEPARTMENT ENGINEER ON A CASE BY CASE BASIS. REVISION I NOTE ORIGINAL DRAWING ISSUED BY w AJS DATE: 20 DES: AJS SCALE D: SEM T: DATE: C: APP: PIPE CASING INSTALLATION SHEET NO. 1 OF 1 WT-8 Agreement No. 6861 FOR TEE REMOVAL SEE BELOW TEE REMOVAL 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 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 IN -LINE APPURTENANCES AS DIRECTED BY ESWD 5. REPAIR OR REPLACE STREET AND SIDEWALK SURFACES PER CITY OF EL SEGUNDO PUBLIC WORKS STANDARDS. ALL TRENCHES SHALL BE BACKFILLED PER ESWD STD. DWG. WT-7. ITEM DESCRIPTION 1 REMOVE GATE CAN ASSEMBLY, IF PRESENT, P 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, 50 REMOVE BLUE DOT PAVEMENT MARKER($), IF PRESENT. 6 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 DIRECTED BY THE CITY. RESTRAIN WITH MEGALUG OR EQUIVALENT. DATE NO. REVISION 1 NOTE BY FIRE HYDRANT, VALVE AND TEE REMOVAL DETAIL ORIGINAL DRAWING ISSUED AJS aPPRovEOBY: DATE: N DES:AJS SCALE'NONE. SHEET NO. 1 OF 1 D: SEM T: DATE: WT_9 Agreement No. 6861 HUB -TO -HUB WIDTH _ ,...�. �.........,,.y I..„,,, _.�� 12" MIN. UNDISTURBED SOIL V a z z LU UNDISTURBED SOIL RESTRAIN JOINTS RESTRAIN JOINTS PLAN VIEW I ELEVATION VIEW DATE I N0. I REVISION I NOTE ORIGINAL DRAWING ISSUED APPROVED BY: water Resources Engineer 6" BY NOTES: I. 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 LBS/CY 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 50MO. 6. 8" VALVE WELL RISER AND CAP SHALL BE USED FOR ALL GATE VALVES. AJS "WQ DATE: 20 DES: AJS D: SEM T. 110 12- TRENCH 12- MIN. WIDTH MIN_ ELEVATION VIEW NEW GATE VALVE INSTALLATION SCALE: NONE SHEET NO. 1 OF 2 DATE: W T -10 APP: Agreement No. 6861 ............... WATER ITEM f MATERIAL ...uuWW ' TRAFFIC RATED CAST IRON LID SIGMA VB 4884, OR PAINT SCHEDULE APPROVED EQUAL), CAST WITH THE WORD CONDITION "WATER", AND PAINTED PER PAINT SCHEDULE, MAIN LINE VALVE CAPS 2 PARKWAY GRADE OR A.C. PAVED SURFACE" FLUSHOUT, AIR RELIEF DETECTOR, CHECK, S — 3 � ADJUSTABLE GALVANIZED VALVE CAN AND LARGE METER VALVE CAPS � ••••• ~~- 4 8" DIP OR PVC EXTENSION VALVE RISER*' NORMALLY CLOSED VALVE CAPS W 6 GATE VALVE PER i 10 (SHEET NO. ZONE VALVE CAPS — 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 CONSTRUCT A 2' x 2' x 4" A.C. PAD AROUND THE VALVE CAN_ EXTENSION SHALL EXTEND UP TO 3" BELOW FINISHED SURFACE. DATE G NO. REVISION I NOTE BY li I ORIGINAL DRAWING ISSUED ASS " APPROVED BY V DATE: 20 DES:AJS D: SEM '.—..,.....�...�.... �::aler Resources Eninee..,,,......��..�-- T. 9 r COLOR { SAIL BLUE (RUST-0LEUM #7724) BLUEIRED (RUST-0LEUM #964) BLUElYELLOW (RUST-0LEUM 4944) j PURPLE (RUST-0LEUM # ) ADJUSTABLE VALVE CAN WITH CAP IN AC PAVEMENT SCALE: NONE SHEET NO. 2 OF 2 oA :7 VvT-10 Agreement No. 6861 ITEM MATERIAL 1 AIR RELEASE,AND VACUUM VALVE (A.R.I.) 2 POLYETHYLENE AIR RELEASE VALVE ENCLOSURE, NOTE 1 3 2" x 1-1/2" PVC NIPPLE 4 2" BALL VALVE F.I.P.T. x F.I.P.T. 5 2" x 12" BRASS NIPPLE WITHIN 2" x 112" BLACK FOAM SLEEVE 6 2" BRASS COUPLING WITH SOLDER COUPLINGS 7 2" COPPER PIPE TYPE "K", SOFT, ENCASED IN POLY WRAP C 2" BALL VALVE WITH TEE HEAD, C x C SOLDER JOINTS OR F.I.P.T. x F.LPj_ 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 N0. REVISION/NOTE gy APPROVEM6 ORIGINAL DRAWING ISSUED Wiler Resources Engineer • u ! S SCALE iE1 K A TO MAIN 2B FACE, ;NOTES 1-INCH & 2-INCH AIR AND VACUUM RELEASE SHEET NO. 1 OF 1 WT-11 Agreement No. 6861 DFW486C— —LID `<o NOTES 1) DIM"S :h 1/8- U.N.O. 2) LID MATERIAL: HDPE 3) BODY MATERIAL': LLDPE 4) WALL TH6CKN'ESS: 3, 87 MINIMUM 5) I.W.A_ = INSIDE WORK AREA 414C LID DFW486WBC4-12-4 DFW486WBC4-12-BODY n M >je lT F0x� DFW PLASTICS, INC. ENGAGES IN ONGOING RESEARCH AND DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS. THEREFORE, DPW PLASTICS, INC. RESERVES THE RIGHT TO CHANGE PRODUCT OR SYSTEM SPECIFICATIONS WITHOUT NOTICE. DATE 7NO. fl ; REVISION fNOTE 6Y KISS OFF DETAIL SECTION A —A a 3" �— CONFIRM METER BOX AND LID WITH WATER RESOURCES METER SHOP AT (310) 524-2745 PRIOR TO PURCHASE. TO BE USED FOR: 3/4—INCH & 1—INCH METERS ORIGINAL DRAWING ISSUM AS APPROVED BY: DATE: z DES: AJS SCALE: NONE SHEET NO. i OF 3 D: SEM T: DATE: V p �Y IT —1 2 �a 1� C: A ; Agreement No. 6861 1" 2 WALL 1-8„ DFW65C-4-LID DFW65CH4-14-BODY 3M18" f r vlRds `i1 hJ I rf hGzS+ z G i ,�+, " ' �� , , � k � a >.W �u'o ti +Tzar �+ n�e� 1�,E ✓�'Arn�r � >a 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 Tb IMPROVE AND ENHANCE I'TS PRODUCTS. THEREFORE, DEWPLASTICS, INC. RESERVES THE. RIGHT TO CHANGE PRODUCT OR " �SYST'CM SPECIFICATIONS WITHOUT NOTICE', ............... DATE NO. REVISION MOTE ORIGINAL DRAWING ISSUED APPROVED BY: vet Resources En, DATE BY AJS "°+1 zo DES: A D: SEM T: BODY KEY 4 HFA WALL" 1 /2 °" LID KEY H VGRAY COLOR NOTES 1) DIM'S t 1/8" U-N-0- 2) LID MATERIAL: HDPE 3) BODY MATERIAL: LLDPE 4) WALL THICKNESS: 1/2" MINIMUM 5) I.W.A. = INSIDE WORK AREA DFV165CH4-14-4 •— 18-3/4" SIDES ARE BOWED OUT7" BOTTOM VIEW BOTTOM FLG IS 21 WIDE TO BE USED FOR: 1-1/2-INCH & 2-INCH METERS SCALE: NONE SHEET NO. 2 OF 3 DATE: W'T -12 APP: Agreement No. 6861 N DFW17300-4-LID DFW1730FH4-12-4 LID KE COLOR �-- 2,,,3,. _ .m...� -__--- i DFW1730FH4-12-BODY NOTES DPW PLASTICS„ INC. ENGAGES IN ONGOING RESEARCH AND 1) DIM•S f 1/8" U-N.O. DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS, 2) LID MATERIAL- HDPE THEREFORE, OFW PLASTICS, INC. RESERVES THE RIGHT TO LL 3) BODY MATERAAL, DPE CONFIRM METER BOX AND LID WITH CHANGE PRODUCT DR SYSTEM SPECIFICATIONS WITHOUT NOTICE, 4) WALL THICKNESS: 1/2" t 5% WATER RESOURCES METER SHOP AT 5) I.WA. = INSIDE WORK AREA 310 524-2745 PRIOR TO PURCHASE. DATE NO. REVISION I NOTE BY ...._. .,I TO BE USED WITH MANIFOLD I� TYPE METER INSTALLATIONS ORIGINAL DRAWING ISSUED A.Z APPROVED BY; I DATE: 20 DES: AJS SCALE: ONE SHEET NO. 3 OF 3 D: SEM" T: DATE:T_ Agreement No. 6861 METRON—FARNIER SPECTRUM 30D AND 30DB — 5/8" X 3/4" 03.4 r � 2.5 " 5 4.1 5a 4A -- I a.roz . I � Y s �3.ro ro x*.s t.o + I A 3.75 __•--- A-A AS METRON—FARNIER SPECTRUM 50DL — 1" 3.3 4.5 �.5�— 53 5_ 1 1 Vd4 1"1/4 NFSM NPISM — 5.375 5.37.5 I 175 DATE NO. REVISION I NOTE BY , 5/8"x3/4" & 1" WATER METERS ORIGINAL DRAWING ISSUED APPROVED BY: DATE: zo DES: JEP SCALE: NONE SHEET NO. 1 OF 3 D: TPF T: DATE C: APP: 1NT-i 3 rar Rcnrs E Spar Agreement No. 6861 METRON—FARNIER SPECTRUM 88DL— 1.5" �'Sm/al"a 17' 1— 4„ 6 2'u" Her,. 1 2-1 /4" a k METRON—rARNIER SPECTRUM 1300 — 2" [7.401 1" NPT test port- ��-- — 11 1 1 04 12-5/8° i 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. DATE 11 NO. II REVISION r NOTE APPROVEC �' ORIGINAL DRAINING ISSUED DATE: I-I!2" AWWA two -bolt elliptical flange 1-1/2... 11-1/2 NPT internal pipe threads "" METERS- OPTIONAL BRASS SPOOL PIECES CAN PROVIDE 15.25" AND 17" LAY LENGTHS. Brass spool, piece requires to att in 1 ; industry stand rd la length 1-1/2" & 2" WATER METERS SHEET NO. 2 OF 3 WT-13 Agreement No. 6861 METRON—FARNIER SPECTRUM 175D (Y) I I NOTES: ALL D MODELS HAVE INTEGRAL FLANGES AND OFFER MULTIPLE BRASS SPOOL/ADAPTER OPTIONS FOR STANDARD AWWA LAY LENGTHS. p_� T' 7JP; teso port DATE N0. REVISION/NOTE BY ... ....... . .... w , 3" WATER METERS ORIGINAL DRAINING ISSUED Aug APPROVED9Y: DATE: zo 11 DES: JEP SCALE: NONE SHEET NO. 3 OF 3 D: TPF --�—� T: DATE: WT-13 Agreement No. 6861 =UE Albertville Plant phone: 256-878-7930 956 Industrial Blvd. fax: 256-891-6217 Albertville, AL 35950 mueliemompany.com PRODUCT SPECIFICATIONS JONES° J6000 SERIES WET BARREL BREAK CHECK GEN ERALCLASSI FICATION — JONES J6000 SERIES BREAK CHECK: z.i 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" (9-1/211) 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 MUELLERZ I ECHOLOGICS° 1 HYDRO GATEe ! HYDRO-GUARDa I JONESO ¢ MOW I MILLIKEN® I PRATFm I SINGERS I U.S. PIPE VALVE AND HYDRANT F 1212310/18 Agreement No. 6861 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 5 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 J6000 SERIES BREAK CHECK i reement No. WET BARREL BREAK CHECK ASSEMBLY SEVrMNA-A FULLY FOLLOWING IMPACT, THE ONLY COMPONENT THAT REQUIRES REPLACEMENT IS THE TRAFFIC FLANGE. THIS FEATURE REDUCES TIME, LABOR AND COST REQUIRED TO RETURN HYDRANT TO SERVICE. FLANGE X FLANGE A -A FULLY ..,, 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 UST: 1 HYDRANT DUCTILE IRON ASTM A536 65-445-12 15 2 BODY DUCTILE IRON ASIM A536 65-45-12 16 3 DISC 3D4L STAINLESS STEEL ASTM A351 CF3 17 4 GASKET FPDM ASTM 6284 1s FEVER ARM 304 STAINLESS STEEL ASTM A240 1 6 GUIDE ROD 303 STi1dN E S SM ASTM A484 & A582 20 =14 ApprovaLm I Date: LAST REVISED: 8/30/18 __ ,. �.-.., . mtl^k Agreement No. 6861 Albertville Plant 956 Industrial Blvd. Albertville, AL 35950 J6000 SERIES BREAK CHECK TRAFFIC FLANGE INSTRUCTION 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 ser&e gge 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 • Tools — Appropriate wrenches, lubricant REPAIR INSTRUCTIONS 1. Remove Traffic Flange Bolts and Nutsfrom 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 Rod and Position Block) for damage and replace if necessary 5. Make sure Lever-Armsare seated in 36000 Bodypockets INSTALLATION INSRUCTIONS 1. Install 0-ring provided in the Traffic Kit in BodyO-Ring groove 2. Place Hydranton J6000 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 fL-lbs. 6. Check for leaks by removing nozzle cap from top nozzle and slightly open nozzle valve. Slowly opera 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. MUELLERG I ECHOLOGICS® ; HYDR0G4TE9 I HYDRO -GUARD- I JONES- I MI.NEI- I MILLIKEN° I PRATT- ; SINGERZ I U-S. PIPE VALVE AND HYDRANT F 1312310/16 Agreement No. 6861 HYDF TRAFFIC FLAM Sf16--18 BOLT GUIDE ROD calm Ir. ARM POSITION DISC BLOCK Page 2 of 2 BOLT NUT f 0-RING �.,. BODY Agreement No. 6861 JONES a MUELLER brand "Jim , 7�u, SPIN - M Agreement No. 6861 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 AWWA C550 compliant All Ductile Iron and Stainless Steel construction I> No orifices in Body, avoiding leak paths �> 36o° Hydrant Rotation R> Back in service quickly after impact 1�' 3-3/4" Tall Weighs on less than 3o lbs. HYDRANT TRAFFIC FLANGE LEVER ARM S/16"-18 BOLT GUIDE ROD 6� M o POSITION DISC BLOCK Far more is€ormation ebofrtlor."es waterprodcc;s, please visit jorest°raterprodt!ets.eom orc llTones customer sertace atr.8ac.gz3.r3z3. BOLT f NUT O-RING Muellermfers to one or more d%fiueller•.rater PeodJcts. Inc. a Delua.•arecurperabon CTA .7•),and irS5UbsilOneS.2-`A,and ea;.hofs b5d pe. wo legalM "A.rat'a^ Mendcpertidene¢n,sxce •.lien pr .�Ng prochucts andser.9ces. M"7doe;not P=-.tde productscrse-.-c to chrdp rues.11,'Pand each of its subs,di-s are Gableon.;y for their „.pacts and raa,rsvors ard not trose of eachothe^:..,Pbrznda. Mclude AQueller'. Erhol; glcr`. Hydro Gate'. F'ydro-Guand,H IAX'.Jones,Kr-sr`•`.liNer'.`.jIlikert`•Prate, Simeer:. and US.. Rpeva`ra,M.,•9rare. Plea a -see .raeller, 'aklrh:tto learn more. CW',t71gh Pao9-hM`ws JI-fle*a Ccrnwy, I-I.C.Al Pa cS ft, Ned.Thm CaadmdmAfk-%,tl ansl r 9aMta a drpfarod wt th"d0cwrm [ are zhe,P''op•„rrya "uddar - aiW.;r�'"ai duetr lncfa5.�hfgttisturasw`TMe^";rcd raD7eFe PrcuiwGcti-a!ac•vrn".grtsaS^•��.kr amrr�irn*„�-ti:..G'lf�"};we�ta paucreCs or Cawr"n5:tp��",+..araw�fi, rortiebpAs.. 9♦r.L L E Sit,.e apa.eom TThese products am intended forLe— use in poa .nterappkea ores phrase c^'t!,'acS;;'ctlro^,, .•eMr5s4e:'u'CweiC en-eP °aa`. :.e FRep u: giro"':: Id�.w c-=em ng..y other applicatioris). F 1415C lcz* Agreement No. 6861 II 1 Il-11. Pavement ent Striping Standards 2018 STANDARD PLAN A20A AgreementNo. 6861 71 0 N w a N N W Z J O LL (L N ~ Q ..d = Z¢Q O Z �a E F V 0 0 ¢ o } } Z B tf4L�� w a Q H aQ z0 I i E I w lk z a U w ¢ as o r � _ W G W 3 1 W ff g g o 0 Z. c N � o �..,p i -cFilr7 �444 W I. ¢> a t i d Z O J Z WI <,®®G® �I ,Y; r 6 �q p W - w w Y f I p A w w Og�pgadd }kG gg O U op pp qq tl Z Ld d' ti P 1 W Z w w13 z_ t _ _ _ z tl 4 N 4 J w o 0 o r w ;�� tl a X J d _i a a pia o o r A< n m ~ o ~g z w w w w wW oN o 0 0 0 aa. o w Z w z u W W F < 6 o o w Z W. Z� wti a �310 a w w 0 r w 0 w w 0 w 0 w w 0 w w 0 wW w 0� o 12 Agreement No. 6861 ME NPi '&I �' 4 n w Jti 11 U 4 a Q W w O 9 p 0 W z F. J V7 I ® n w z i _ � W Q m ' �oMi�rnBNdn i d 9N' f" w a w p W z_ J i W W u M N J I a V a81 w w p p VI o ~ W w a 6 z o i o J a W c o cr Li m N N N ~ N 4 wL J Q W O O W p W ~ W p p w z_ J W 0 0 w 13 reement No. 6861 ......................_ 201B STANDAHD � o o� yam. 8 a z y a o} o ❑ Z w. J � ❑ a fE J ❑ d� A M 0 14 W fA W ZJ ua. =g ~ w LLi �C_:WLL LL W W� i ❑� o� o �a Z F- Q a6 El u ❑ d m f- J ❑ 4 H p a F w w a } _ o ,l9 � Ir o g ® ¢ a� s L) w w>- i H+ cc w d W G w S,S — W - l� 0 k C Agreement No. 6861 .._._. .. -.......... —.._..... _ 2018 ... STANDARD PLAN A20D �r w CM m $ o g.a lo,ct Q ca W Z,J c qq11 '�aeP Q " E,w Z i dux zII �- -1 ar Y w e�c_E v`o�SiS.a�CwS gd C� W 4F G a � W ° EL W LL '�Q..I w o C � o LL, Q z O. I I, k" w �¢ W ~ U IL 41J� J W > } Y Ir Z o } 0} Z wa Z M� aQH LU In Z J J N F- W -'� 9 ......... n W J F a> In Q (IIJI, cr LL d B u a o 0 Ir o W W > vi w m F VI O a a JryrB W W kA'u U p+az r.... a uV'~ Z W NOO µ.pay. i lLLlA 'V _ e\ ,r�, Er w W In Z g a N w �I Y c in 2 U v) a` o W Q W w d r W I. V o Er w °r o n ncr } c J IA r o Q ii F- ��:: � �. -' uE a� Q Q � J w Z w wla ' ~ d � m ` LLJ r"'� i U �S'� 2 V) I V) p Z Z 00 O_ N H Z V Ln Z V W W W u X cr W F x ¢ W r W� Z o_z_Z F w -. _ = J = ? El_s cr C7 0 D Z W J Z Q Z 0 ' LaW J JLLJ J = 2 U. Z W o'' a W Z u " J..' W rr�� W Y ❑ Z o W w m z o uL eL m - m a m m m a o J .J. .J v v � La 0 w M �- w p a ~ w 0 a ~ LW 0 < w 0 a w 0 I ...._.._ . BE .._....._...................._....�Aca.f��Ct]�C1.�..N.Q _ u 2018 STANDARD PLAN A20S :Ig 0 0 o F- x� F Co a)W t W Z CC m� z c J Z `g � �• I Q O U. V F 4. IX 8, ZQO= H G6 W G to o Q ZLL Q aa� W G LL J 6 2 cQ.i } F 0 o' r 0 - i a — r o 8 E o u � m g n r g s v T o � a« C r- a�� Q o 4 a 9 191 EWE A Aareement No. 6861 p n C7 — a a� w og w N Lcc 2 Z Z r 3 LSLI Q N � G a` LU o ' Q a 3 cr w w � Li a } 0 ! �cr a <LLJ I N � O • E �.w, v t E P - 3 O 6o -... T Q °E Z! tl o u E .w... ...... oLUG o H 17 N- ri Z IF Q < J w 14 m 2013 STANDARD PLAN A240 Agreement No. 6861 M fA .J 00 Zin N a �o f- z za WN 2 >O a� a� a 1 I M a 0 Y2 0 E ...... .... mm: m ...." .,.,..�.I l _. ....,.. —T Q ,E __ ........ n a �� 9 u W g a 18 Aareement No. 6861 i018 S7AfWDARD F 41 A -4 fl µ M bCC x � m Q U N W �m S N ' LU — > m N U".ZM J in tz _ .. Ne ct O m _ _ «« V) Vl .. ... .. .... �. w . 4' a PC « LL 7L _...... Fl— 19 IZ I fillf H I" A III Z4U Agreement No. 6861 mom ,��.*�I�NM�Mnnn�i�/III��XWWMY 11MIIIN�MMMMNKnnMMMMMdANW1'.IWMNIIINiA1fIMIW11WrM MMMMMMMMMMMnMXIMMM�MMMWNMWMMNM�IIM a•p'Irlllrlllllllnl r,'®��®',e w.�.. d0 — �/�y1Yy1I� � I I YMMMIi1MIkNMMNIM1114FIM'IAAlI11AA4MMMWW1uYWWNYM1Y11Y. i IIMMNMMMVMIM'MIM�MIMiMMMpMMUMM NW11�pW�MNNNYXHWWXX � _ '0 n u a a 20 .o �g , —1aWIMtl11Y/A— MAIINM_M��•�'111M� �AIAl1�i114A � 1 i11�lAWMMNMNMII1111AI�I�/WYYYUYYYY�Ylw'� I dMMYY1MyAy�Y1M1M14 •• ��MNM I �111 w®IRIAIAAI IIMNLNNNMIWM.. � MWIHY111nWWWM1NI'iWNNMY*II �I �rllvrlwrl�. I! NIA•MI I��I..�� 'l r � w N Q a E eMWA�IMA1MI11MMMMWWWX•iU�lDriw'i•I ill•1•IIAIMMUMFWMMMMWMMIIr♦Y� AR #IIIMIMMN111�� 1MMw �;"a9YwYIMN ®M�IR��jIW MMM�XN*Y!•• AIIFIIIIINNIIIIYI �411rtII1XIWww'�'Ilil�l'Iw' sum�!s.�f�11NMINMWM9WNWM911111A1M111y9�11AIM�MMARY� W�MW111YI��w',1•'.el�w'�IIAMMF 5-1 r— Agreement No. 6861 'pB_�MMM��' �M1R1, � MMMpM�. LAND �7TTT �MMMI_ �rL` �wMac� !MM�wM_� _ MSO MMMIW►" .ASV A24E F gg y W Z J V Z_J Y� a W Q U Z 0 a 2 zF LLI 2g W J Q y ao O 3 0 7 Z sue" J a- O F Ln W Z � J W rZ. I a o J J 1 } 1 F- T -41 , 1 21 reement No. 6861 2U15 51 vJ C7 Y W gz a 3 N ZN z <V W O W C� o , Q a G w r G o G r 0 X f� u I y r vp o IIff N g o V) U • $ o lOy� q O gWJI i F' J_ 0 NEL m 0 c W ED 22 Agreement No. 6861 S STANDARD PLAN A74 ..........- z i L LLI c AIM _ € •- �d - sz u Agreement No. 6861 No Parking Stan{dard. Agreement No. 6861 M 12 11 ( DAY ) ( DATE ) TIME 145, TOW AWAY',",",",,, COLOR LEGEND RED WHITE DESIGN B Y: P.B. DATE: 11 • 7. 89 DRAWN BY: Y. B. DATE: 11. 13. 89 SIGN SHALL BE LIGHT REFLECTIVE AND BE MADE OF WATER RESISTANT STIFF CARDBOARD OR OTHER STIFF DURABLE MATERIAL. CITY OF EL SEGUNDO, CALIFORNIA APPROVED BY: ENGINEERING DIVISION r I(_14 City EngIntar: R.E. 2 8 O 9 Dat* TYPICAL STANDARD DRAWING NO. TEMPORARY NO PARKING SIGN - 8