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CONTRACT 7068 Public Works ContractAgreement No. 7068 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND LCR EARTHWORK AND ENGINEERING, CORP. FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: P W 24-08 This CONTRACT is entered into this 21st day of August, 2024, by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and LCR EARTHWORK & ENGINEERING, CORP., ("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 TWO MILLION EIGHTEEN THOUSAND ONE HUNDRED FOUR Dollars ($2,018,104.00) for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents. 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within forty-five (45) working days (the "Contract Time.") Agreement No. 7068 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: i. 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 I-D-2 Agreement No. 7068 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 Ci Cheryl Ebert, Interim City Engineer City of El Segundo 350 Main Street El Segundo, CA 90245 (310) 524-2321 cebert d, else n¢ da .crr The Contractor Jennifer Mendoza, President LCR Earthwork & Engineering Corp. 4791 Mt. Rainier St. Jurupa Valley, CA 92509 (951) 934-3231 Icr 1crearthworkel7 . iiieering.coni 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. I-D-3 Agreement No. 7068 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. 7068 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: Tracy haver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney Joagnlint Vazquez, Assist. City Attorney LCR EARTHWORK AND ENGINEER NG CORP. _._.._.. ............�. Jennil` endoza, President Name:% Corp. Secretary, CFO, or Asst. Treasurer Taxpayer ID No. W831565574 Contractor State License No.: 1048288 Contractor City Business License No.: Insurance Reviewed by: I b)k� wwwwwwwww I-D-5 Agreement No. 7068 PROPOSAL FOR THE FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Date July 2 , 2024 Company Name: L IB Earthwork & Enaineer-ing. Corp. 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. Agreement No. 7068 EQUAL El' iPLOYMENT OPPORTUNITY COMPLIANCE BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. NONCOLLUSION AFFIDAVIT BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the City of El Segundo is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. I-C-2 Agreement No. 7068 Company Name: Race Rid Items BID SCHEDULE FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 LCR Earthwork & Engineering, Corp. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE ($) ITEMO TOTAL ($) Mobilization/demobilization $75,000.00 $75,000.00 1 including traffic control 1 LS maximum 5% of total bid 2 2-inch-deep asphalt repairs 15,000 SF $5.00 $75.000.00 Full depth 6" asphalt concrete $20.00 $40,000.00 3 over 6" crushed aggregate base 2000 SF asphalt repairs 4 Slurry seal Type II application 635,284 SF $.28 $177,879.52 On slurry seal streets, mechanically remove and 5 restore traffic striping, 1 LS $63,000.00 $63,000.00 markings, and pavement markers 6 Grind asphalt 2" 404,287 SF $.40 $161,714.80 7 Overla 2" 404,287 SF $1.95 $788,359.65 8 Adjust sewer and storm drain 37 EA $1,200.00 manholes to final ade $44,400.00 Procure water valve cover 75 EA 9 risers $900.00 $67,500.00 Adjust water valve 75 EA 10 covers to final grade $750.00 $56,250.00 On overlay streets, remove 11 pavement markers and restore I LS $45,000.00 $45,000.00 traffic striping, markings, and pavement markers Additional cost to upgrade yellow two -stripe -style 12 crosswalks to become ladder- 1 LS $20,000.00 style crosswalks $20,000.00 (thermoplastic) Subtotal, Base Bid Items $1,614,103.97 I-C-3 Agreement No. 7068 Alternative Bid Items 13 and 14 (Determined by the City on an as -needed basis) ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE ($) ITEM TOTAL ($) NO. Construct drainage 13 improvements in Alley B- 1 LS $95,000.00 $95,000.00 159 per Appendix F plans and construction schedule Construct Palm/Loma Vista 6" AC over 6" CAB full- 14 depth pavement reconstruction, slurry seal 1 LS $84,000.00 $84,000.00 Type II, and striping per ADDendix D layout Subtotal, Alternative Bid Items 13 and 14 $179,000.00 Alternative Bid Items A15-A17 (Determined by the City on an as-needed$basis) Alley Rehabilitation 4" asphalt concrete (AC) over 4" crushed aggregate base (CAB) one alley at a time ( -dav closure until cOMWetion. anv omen subarade and base section plated overnight) ITEM NO. DESCRIPTION QUANTITY UNIT UNIT PRICE ($) ITEM TOTAL ($) 4" AC over 4" CAB pavement reconstruction in A15 Alley B-159 bounded by 1 LS $75,000.00 $75,000.00 Sheldon, Franklin, Penn, and El Segundo Blvd. 4" AC over 4" CAB pavement reconstruction in $75,000.00 $75,000.00 A16 Alley B-161 bounded by 1 LS Penn, Franklin, Sierra, and El Segundo Blvd. 4" AC over 4" CAB pavement reconstruction in A17 Alley B-151 bounded by 1 LS $75,000.00 $75,000.00 Sierra, Franklin, Lomita, and El Se undo Blvd. Subtotal, Alternative Bid Items A15 through At $225,000.00 I-C-4 Agreement No. 7068 Alternative Bid Items B15-B17 (Determined by the City on an as -needed basis) Alley Rehabilitation 4" asphalt concrete over 4" crushed aggregate base such that an entire alley reconstruction is com Meted in one da to minimize the irn act to business access ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE ($) ITEM TOTAL ($) NO. 4" AC over 4" CAB one - day pavement B 15 reconstruction in Alley B- 1 LS $94,000.00 $94,000.00 159 bounded by Sheldon, Franklin, Penn, and El Se do Blvd. 4" AC over 4" CAB one -day pavement reconstruction in B 16 Alley B-161 bounded by I LS $94,000.00 $94,000.00 Penn, Franklin, Sierra, and El Segundo Blvd. 4" AC over 4" CAB one -day pavement reconstruction in B 17 Alley B-151 bounded by 1 LS $94,000.00 $94,000.00 Sierra, Franklin, Lomita, and El Segundo Blvd. Subtotal, Alternative Bid Items B 15 through B 17 (Do not add to total bid amount) TOTAL BID FOR ITEMS 1-A17 IN FIGURES = $ 2,018,103.97 TOTAL BID WRITTEN IN WORDS: $282,000.00 g _ ........ Y s Two Million Eighteen Thousand One Hundred Three Dollars and Ninety Seven Cents All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. I-C-5 Agreement No. 7068 BIDDER'S INFORMATION Company Name: LCR Earthwork & Engineering, Corp. BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) as written below: Corporation If corporation, State of Incorporation (i.e., California) California Business LCR Earthwork & Engineering, Corp. Address 4791 Mt Rainier St Jurupa Valley CA 92509 Telephone No, 951-934-3231 Facsimile No. 951-602-8022 1048288 1000063065 State Contractor's License No. and Class Class A. C-1 DIR Registration No. C-21 Original Date State License Issued A [2,�h � State License Expiration Date 12/31/24 The following are the names, titles, email addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: Jorge Mendoza/Vice President 4791 Mt Rainier St Jurupa Valley CA 92509 951-934-3231 Jennifer Mendoza/President 4791 Mt Rainier St Jurupa Vallev CA 92509 951-934-3231 The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: N/A All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: N/A I-C-6 Agreement No. 7068 BIDDER'S INFORMATION (CONTINUED) Company Name: LCR Earthwork & Engineering, Corp. Bidder shall list the name of the person who attended the mandatory pre -bid job walk: Name: Title: Project Manager I-C-7 Agreement No. 7068 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all a forenamed principals this 2 day of July , 20 24 . BIDDER LCR Earthwork & Engineering, Corp.. Subscribed and sworn to this.2 day of July , 2024 NOTARY PUBLIC Sew wiou w-d 1-C-8 reement No. J U RAT A notary public or other officer completing letin th is 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 l Subscribed and sworn to (or affirmed) before me on this day of , 20 , by proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Signature *II"IC"PANA CAAARENAa SARRERA arCaBifornia R "id, Cauncy N7'15510r 3694 by COMM. Expires mar 5, 2 (Seal) Agreement No. 7068 PROPOSAL GUARANTEE BID BOND I�Y 24/25 PAVEMENT RE 11ABILITAT'ION PROJECT PROJECT NO.: PTV 24-08 KNO11' ALL `IEN BY THESE. PRESENTS that, LCR Earthwork & Engineering, Corp. , as BIDDER, and The Gray Casualty & Surety Company , " y bound unto the p Y as "�i1Id1..iTN,are bald and tints Cite of Ll Segundo, in the penal sutra of .�. _ DOLLARS which is ten (I0%) percent of the total amount bid by BIDDER to the City of E1 Segundo for the above stated project., for the payment of which st►tn, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. *Ten Percent of the Total Amount of the Bid THE CONDITIONS OF TINS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segtindo 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 matuier and time specified, then this obligation shall be null and void, otherxvise it shall remain ui full force and effect in favor of the City of El Segundo. IN WITNESS VVIIEREOI• the parties hereto have settheirnames, titles, hands, mid seals this 2nd day of July .2()24 BIDDER* 934-3231 SITRETY* The Gray Casual E Buret Company 1225 V1 "eetsew Approach, Mandeville, LA 70471 (877) 857-6006 Pietro Micciche, Attorney -in -Fact 3455 Ocean View Blvd #200, Glendale, CA 91208 (323) 663-7814 Subscribed and sworn to this day of �w 20 . NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title.. address and telephone number For authorized representative. I-C-9 ---- Agree men o.ru6d v..7, CALIFORNIA ALL. -PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1199 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 On (4) Le) before me, Date personally appeared Pietro Micciche Angel Nunez, Notary Public Here Insert Name and Title of the Officer Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person) whose name(4 is/M subscribed to the within instrument and acknowledged to me that he4Wfty executed the same in his/ i r�y@IK authorized capacity( ), and that by his/X4M0ksignature(;4 on the instrument the person(, or the entity,upon behalf of which the persons) acted, executed the instrument. fi ANGE�LN UNEZ 7 Notary Public . California Z Los Angeles County Commission # 2482770 " My Comm. Expires Mar 14, 2028 I certify under PENALTY OF PERJURY under the laws of the State of Califor "' at the foregoing paragraph is true and a orrc /I WITNESS rw iand and,6fficial seal. Signature of Notary Public Place Notary Seal Above ..,. µ.. OPTIONAL " Though this section is optional, completing this information can deter aiteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: _....._.._. _...._................_ .m....---..-........... Document Date: Number of Pages: Signer(s) Other Than Named Above: , Capacfty(ies) Claimed by Signer(s) Signer's Name: -a Corporate Officer — Title(s): �..............................."..,�s_m___ it Partner — OlLimilpc1l C. General Individual j Attomey in Fact -7 Trustee ❑ Guardian or Conservator ElOther:...�..�..-a.�._......_-.__ .�,.x._..�.__.._ .......�.... Signer Is Representing: Signer's Name: ._ ..._.� ...__...... C-i Corporate Officer — Title(s): ,..m u Partner — f.:_l Limited I::.: General [1 Individual F] Attorney in Fact ❑ Trustee a Guardian or Conservator =] Other: Signer Is Representing: uicro�''p"per""' 02014 National Notary Association • www.NationalNotary.org ^ 1-800-US NOTARY (1-800-876-6827) Item #5907 Agreement No. 7068 Preferred Bonding Services 06/26/2024 10:17 14665860E9595 THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & SURETY COMPANY GENERAL POWER OF ATTORNEY r `gY1ri , Bond Number:'' 31� , g� Principal- (r Lv� �' WV (1 -, ► Project: ��^J�I KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly organized and existing Linder the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint: Patricia Zenizo, Elisabete Salazar, Angel Nunez, and Pietro Micciche of Los Angeles, California jointly and severally on behalf of each of the Companies named above its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $25,000,000.00. This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26" day of June, 2003. "RESOLVED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 4`1 day of November, 2022.. .c Cullen S. Piske= tya iws SEAL fi By: Michael T. Gray SEAL,, President Presidentq„,� y., The Gray Insurance Company The Gray Casualty & Surety Company State of Louisiana ss: Parish of Jefferson On this 4" day of November, 2022, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray insurance Company, and Cullen S. Piske, President of The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their companies. L'.f"i' Anne l-1cr1`cari "l 10Notary Public � Notary ID No.92653 Leigh Anne Henican Notary Public, Parish of Orleans State of Louisiana Z't: Orleans Parish, Louisiana My Commission is for Life 1, Mark S. Manguno, Secretary of The Gray insurance Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of"Attorney by 1he companies, ies, whuvlt is s619 in full force mid e1S"ecl. IN Wl'I"Nf-SS WIIFREO II `", I have set my hautord and affixed iii,e seals ofthe Company Illis So4day or ) 0& J4 44s.-f^V- & I, Leigh Anne Henican,Secretary of The Gray Casualty & Surety Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the Si pties, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Company this clay of 1 'i SEAL x$ SEAL Agreement No. 7068 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 ) On 011ml before me, (insert name and title of the officer) personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 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 OADRIANA CAMARENA SARRERA Notary Public » Cafiftrrnia RBvers9'de County Commission 0 2483694 My� Comm. Expires Mar , 2028 (Seal) Agreement No. 7068 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: 1048288 Class No.: A, C-12 & C-21 2. The expiration date of BIDDER'S Contractor License is: December 31 92024 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 July 2 , 2024, at Jurupa Valley, California (insert City and State where Declaration signed). ngn e Jorge L Mendoza Typed Name Vice President Title LCR Earthwork_& Engineering, Corp. Company Name I-C-10 Agreement No. 7068 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of ) Jorge L Mendoza „ being first duly sworn, deposes and say that he or she is Vice President of LCR Earthwork & Engineering, Corp. 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. 17 Si g11 rre Jorge L Mendoza Typed Name Vice President Title LCR Earthwork & Engineering, Corp. Name of Bidder/Company Name 7/2/24 Date Agreement No. 7068 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 ) On .. .. ...... ... oil. -� Z- before me, insert name and title of l (' he officer) personally appearedL—.1111—ICKUHM who proved to me on the basis of satisfa tort' evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 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 ---- 4ho" '0 JRA Notary Public �� Cadfornfa Riverside Caunty Commission 0 2a83,G94 90my Comm. Expires mar 5, 2028 (Seal) Agreement No. 7068 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: Vice President Business Name: LCR Earthwork & Engineering, Corp. Business Address: 4791 Mt Rainier St Jurupa Valley CA 92509 Telephone Number: 9�.51 9343231 Dated this 2 day of July , 2024 . I-C-12 Agreement No. 7068 Company Name: DESIGNATION OF SUBCONTRACTORS FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 LCR Earthwork & Engineering, Corp. As detailed in Section 2-3.1 (Page II-B-3) of the City Standard Specifications, Bidder certifies that it has listed below all subcontractors who will perform work in excess of one-half of one percent (0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and will perform that portion of the work itself. Name of Subcontractor All American Address (Number and Street) P.O. Box 2229 (City, Zip Code) Corona CA 92878 Subcontractor's Contractor License No., & DIR Registration No. (CSLB #) 267073 (DIR #) 1000001051 Description of Portion of Work Subcontracted Slurry Seal Estimated $ Amount $/ 6 Superior Pavement Markings 9 5312 Cypress St 776306 Striping $ U U� 1 !6� Cypress CA 90630 1000001476 (Make copies of this page if additional space is needed) 7/2/24 Signature of Bidder Date I-C-13 Agreement No. 7068 REFERENCES Company Name: LCR Earthwork & Engineering, Corp. 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: 2021-2022 Annual Pavement Rehabiliation FY22 Location: Various street locations in the city of Industry City of Industry 255 N Hacienda Blvd Suite 222 City of Indust CA 91744 Name and address of owner Chris Lum 562-896-2260 Name and current telephone number of person familiar with project Resurfacing of various city streets, cold milling, AC pavement overlay repair broken curbs, Type of Work: gutters, driveways and sidewalks as rading ramps to ADA standards and 2avement marking and striping Contract amount: $ 1,284,015.00 Date completed: 11/2/23 Amount of work done by my/our firm under Contract $1,284,015.00 Did your firm have any financial interest in Project? Project Title: Reconstruct City Owned Parking lot Location: 9818 Artesia Blvd Bellflower CA 90706 City of Bellflower 16600 Civic Center Dr Bellflower CA 90706 Name and address of owner Jerry Stock 562-804-1424 Name and current telephone number of person familiar with project Type of work: Remove and Replace Parking Lot Contract amount: $ 478,350.00 Date completed: 9/6/23 Amount of work done by my/our firm under Contract $,,4J7J8,350.00 Did your firm have any financial interest in Project? I" Im„ I-C-14 Agreement No. 7068 3. Project Title: Annual Concrete Replacement Location: Various locations Ci of Orange 300 E. Chapman Ave Orange CA 92866 Name and address of owner Salvador Munoz 714-744-5547 Name and current telephone number of person familiar with project Type of Work: PCC sidewalks, curbs and gutter removal and replacements. riveway apron, cross gu er ana spandrel. Contract amount: $ 1,322,40Q00 Date completed: 6/27/24 Amount of work done by my/our firm under Contract $ 1 322,400.00 Did your firm have any financial interest in Project? 0 1 k - Project Title: Roadway Repair 2024-01 Location: Various locations The Town of Apple Valley 14955 Dale Evans Prkwy Apple Valley CA 92307 Name and address of owner Rich Berger i u O - 20 o -1 UCO Name and current telephone number of person familiar with project: Type of work: Sawcut and remove damaged asphalt and replace Contract amount: $...521 „750.00 Date completed: 6/20/24 Amount of work done by my/our firm under Contract $ 521,750.00 Did your firm have any financial interest in Project? -- I-C-15 Agreement No. 7068 Project Title: Jefferson ES Grading Asphalt Removal & Replacement Location: 2508 E 133rd St Compton CA 90222 Compton Unified School District 417 W Alondra Blvd Compton CA 90221 Name and address of owner Steve Ped roza 909-743-9070 Name and current telephone number of person familiar with project: Type of work: Earthwork, fine grading & remove and replace asphalt. Contract amount: $ 19943000 Date completed: 8/12/22 Amount of work done by my/our firm under Contract $199,430.00 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: Preferred Bonding & Insurance Services 3455 Ocean View Blvd Suite 200 Glendale CA 91208 213-336-3714 I-C-16 Agreement No. 7068 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Company Name: LCR Earthwork & Engineering, Corp. Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. 1. Have you ever been disqualified from any government contract? Yes ❑ No FLI 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 _.._. ................. B* er's Signature Jorge L Mendoza Name (Please Print) I-C-17 Agreement No. 7068 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Company Name: LCR Earthwork & Engineering, Corp. 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." 7/2/24 Date I-C-18 Ili is Signature Agreement No. 7068 END PROPOSAL SECTION I-C-19 m Agreement No. 7068 FAITHFUL PERFORMANCE BOND FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Bond No, GS29700164 Bond Fee: $36,326.00 Premium Based on Final Contact Amount ("PRINCIPAL") LCR Earthwork & Engineering, Cor . and The Gray Casualty & Surety Company , a corporation incorporated under the laws of the State of Lousiana 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 TWO MILLION EIGHTEEN THOUSAND ONE HUNDRED FOUR DOLLARS, ($2,018,104.00), 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 AND PLANS NO. PW 24-08, 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 AND PLANS NO. PW 24-08, a copy of which is on file with C:ITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and tiled 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. 7068 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 AND PLANS NO. PW 24-08 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 oftheappointnient, 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. 7068 SIGNED AND SEALED this 4th day of September , 2U 24 QR Ea[jbAo[k& ' e ring, Coro. The Qray.!Qa,,;L.ja1tvCompany I'IE.Ni . FAL's PRESIDENT $URETY's ATTORNEY -IN -FACT Pietro Mieciche Pii: —Cl I L.'s SECRETARY SURETY's SECRETARY rii PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: LCR Earthwork & Engineering, Corp. The Gray Casualty & Surety Company 4791 Mt. Rainier St. P.O. Box 6202 Jurupa Valley_, CA 92609 Metairie, LA 70009 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. 7068 ACKNOWLEDGMENT A notary public or other off icer 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 t ck On d d'`�I before me, insert name and title of the officer �bll L 1 ( ) personally appeared J M V4� X who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 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., a 6 AdRkANA CAMARENA 9ARRERA Notary Dublic • California Riverside County Commission k 2,83694 My Cam.. Expires Mar 5, 2028 Signature f^'" r (Seal) Agreement No. 7068 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 'P-L1 On 091 Ul a before me, A amhu-,raLi �baVnkM N&VA lk, POW I (insert name and title of the officer) personally appeared VAn HMdOT CA , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 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. Notary hwic - Ca,Wormia; ANewslde C®orscy n �J My Comm, up4res Mam 5, 2d28 Signature n I`� (Seal) 2 "T A CALIFORNIA ALL-PURPOSE 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 Coun of 9 ty Los An eles .............. ._._.. on w_SEP 0 4 2024 before me, _....... Angel Nunez, Notary Public Date — Here Insert Name and Title of the Officer personally appeared Pietro Micciche Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the personoo whose name(,' is/&6 subscribed to the within instrument and acknowledged to me that he, executed the same in hisft(r i( authorized capacity(PK, and that by his/,Xmft IKsignature(p) 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 Calif * hat the foregoin paragraph Is true and corre ANGE ryy� r WITNESS hand hd official seal. Notary Public . California Los Angeies County Conimission #7482770 S � �, � � Comm, EXpireS Mat 1 C 2028 iC�natur Signature �otar Public Place Notary Seal Above OPTIONAL Though this section is optional, 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: _m_ Number of Pages: _ Signer's) Document Date: Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Cl Corporate Officer --- Title(s): ❑ Partner — ❑ Limilpcl I- General Individual `1ttomey in Fact ❑ Trustee E Guardian or Conservator ❑ Other:.,_ ... Signer Is Representing: Signer's Name: __,_. Cl Corporate Officer — Title(s): G Partner — FI Limited I-]" General ❑ Individual Ci Attorney in Fact ❑ Trustee ❑ Guardian or Conservator O Other: ... Signer Is Representing:. 02014 National Notary Association • www.Nationa#Notary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 a Agreement No. 7068 UMMME STATE OF CALIFORNIA OF INSt)RANCE SAN FRANCISC0 Cet-ti'lleate ofAuthority 'Hug M 10 A AR M, "w" - , u"fp'n dui�uf�(4"v',', ",Yofc the (,re,�v Czsual(�, &,Suee(v ( !�,wpav,v o,/ e, prgaN It-",w '4 'w pryrrF hu s r"'I )L61,ulvYevfC1#, ""'o #� hww bf I; f Rnt� f uffxe,-�f i �, uti J, I I al i"I"'la" "h" I," � 5"( auv, ,,t)45�,,, e ar P; a WhAn q/ I W', , N,!hr0'Y(V, fhll C w Iwo wu w S wv mmmr MMA&wwxj(!wdu.dai.a n68v (", a "Im,of "h'e, a'b'WrMG nos MAI WRA I E U ammus: MMANK ww"& Askr li&e4law am? mn"I" bvqlt� W twqoamw a,bok A OW MM I VmAwn 0 my of hhw"", hso� "'A f w4'), eqywcabk, aml an such on" UMA MquMmew; "wo WVAW owt hanqNe kv ownwdor Unewka"', fl"ll", "llk"Til of 140T 2',"912, 1 the 53MV50 Dave Jorms Rec, Fikd WHOO! d y r4waAt vyp ��br NOW ifoye d(i rwr�,, or , dlfw I have C(W"Pal "d "he" (d�NVV opt gd 16147ehqqicat, �or,g, jaLd wi rUv if) M,a Offir, 01'u,J fn� wt, i"�,,;i 1ad,' 1d� �,w 01 P""N V�Wl P),1, k 111,� +h',O o/ Shc 11 /nd'l 'd VNJ WITNESS WHEREOF, I lvve hevreraTtv SO Nrrp harnl (110 1!"), uOilal secd fr) bie (,tfiAed this,fillh AAqt'hime" 21912, DM V A M's k0lFVPrCf war lxl,�voa Agreement No. 7068 LABOR AND MATERIALS BOND FY 24/25 PAVEMENT REHBAILITATION PROJECT PROJECT NO.: PW 24-08 Bond No. GS29700164 Bond Fee: Premium Included in Performance Bond LCR Earthwork & Enqineerih Com. I as principal ("PRINCIPAL") and The a corporation incorporated under the laws of the State of Lousiana 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 TWO MILLION EIGHTEEN THOUSAND ONE HUNDRED FOUR DOLLARS, ($2,018,104.00), lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. This bond is conditioned upon and guarantees payment by PRINCIPAL to Contractors, Subcontractors, and persons renting equipment; payment by PRINCIPAL and all PRINCIPAL'S Subcontractors for all materials, provisions, provender, or other supplies, and equipment used in., upon, for or about the performance of the work contemplated in SPECIFICATIONS AND PLANS NO.-PW 24-08 ("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 AND PLANS NO. PW 24-08, and the Public Works Contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles, which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all Contractors, Subcontractors, and persons renting equipment. I-F-1 Agreement No. 7068 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 AND PLANS NO. PW 24-08, 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 exEbits 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 S. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with Calif6rnia 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 PRINCTPAL 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. 7068 SIGNED AND SEALED this 4th day of September , 20 24 CR Earthwork Enaineeriagagocp. The Gray_Qas uajty & 5urplyQornpany PRINCIPAL' s,,K FS1DE' j," u° ,de-0. . e n s" � Yk- PR1NCII A (.'JhTAR PRINCIPAL's MAILING ADDRESS: LCR Earthwork & Engineering, Corp. 4791 Mt. Rainier St. r V II SURET V's ATTORNEY -IN -FACT Pietro Micciche SURETY's SECRETARY SURETY's MAILING ADDRESS: '• LA I I II• 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. Agreement No. 7068 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 Californi County of - V`IE [CAC' On 0qjJ1tMZq before me, i ( l tic L,, (insert name and title of the officer) personally appeared6 tYv✓ HWuaZ( who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 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. aGq�RgANA CAMARENA BARRERA Notary Public - California Riverside County Commission 0 2483694 /I" (Seal) My Comm. Expires Mar 5, 2028' Signature Agreement No. 7068 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 ) On MINI 2 before me, wooni pW l L (insert name and title of the officer) personally appeared Vvvt ,— Pmadio, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 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 Caikls�rn«'A1'A1rA CAM114UNA f Cau.tye rtarrYvntss �zn 0 2,83694 Mgr C'�aon�. (Seal) CALIFORNIA ALL-PURPOSE 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 Los Angeles . _..... — ) On S EP 0 jffZ4. before me, _ _ Angel Nunez, Notary Public Date Here Insert Name and Title of the Officer personally appeared _ Pietro Micciche Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the personoo whose name(W is/;?(dlr subscribed to the within instrument and acknowledged to me that h%iM( X executed the same in hlsftkUk authorized capacity(M), and that by his/)(NftX1i Csignature(p) 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 Calif hat the foregoing paragraph is true and corr�t V I ANGEL NUNEZ WITNESSXy hand3v1d official seal_ Notary Public •California Z� Los Angeles County , „•, Commission # 2482770 Signaturem C& My Comm. Expires Mar 14, 20 Signature of Notary Public Place Notary Seat Above OPTIONAL Though this section is optional, 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: Number of Pages:._, Signers) Other Than Named Above: ._ Capacity(lies) Claimed by Signer(s) Signer's Name Corporate Officer — Title(s): ❑ Partner — ❑ Lime C General Individual � Attomey in Fact Trustee 0 Guardian or Conservator F-1 Other:..... Signer Is Representing: Signer's Name: _...._�... F, Corporate Officer -- Title(s) .,_,.. Fj Partner — f..:I Limited [:::: General 0 Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator Cl Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 Agreement No. 7068 IMBRIENEWN STNFE OF C A Ll P 0 k N 1A DEPAUCHVIENT OF INSURANCE SAN Certificate of Authority n HS M F0 CT RVFT Ran purswvV to Mw kwnmv ( AN Ilk Rut 4700"`& ,,/, � � ia t0jeu'�l" GarfIs s' o't f' 0 vq, 0 / Y i �o 0" dif I �'Jr gar � ot I ui"r 4) �' 1'� , i� r) r �rh j) ( h e � (r "!, H�ms e T 6'Tv'fp' IWr "V 6 jr P'n lw qf'4' P be 6Ji ^dd(ftin/✓X 4 1"7 (h(f, lrpo' u, q'(' rt(w Sfa" I' e 'cd TI BE CERINTA oil& eymuo conManedzWon Me hvkAqAUvV=W 0whWQ0 NMI h'e jW? mughmme whh Wt wo nw I WWAi, a mjv' q'0 ."nod& nel, unlic� av, c';"'re N'n cn l"mh Awl and repormena no W am or nup h"Ouper he chu"Pil or ana nckd nq Mn nass %I MRM m Q: cnvq')f" r"he q,,( thw i,:14, 201Z fka" " ,ddadNiaEPa5'rP rnly h'm"" c<prscd ipn,"y seed do' be d0cd % I sh AU 41 W A 2M2, ENV SU X000 Hen No, Dwe bms hu won)", F&d SX1011 su"an "J", Sqemv Cvr(l)(ication COMOIIPTu as or Iua lrnEi""'rc I WOMB u W", dwsum W Orono Im" un so in R, C, a a r pdr, aI ffrq , f p f e«aazaaI ho U), ;drwdpiid,fle rar.af eaaa�� l'A, R A,, J fo , qfi Dow Am,�' )-W C',"t . . . .... . . �wrwp' Agreement No. 7068 Pirefierred Ronding Sevices 08/19/2024 t 2.44 t20463203MS3 THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & SURETY COMPANY Bond Number: C-)sp-+W1�9 Principal: LCZ " K— ,,, d F ir-)�; v-) e- e- r-i n 3 , (- o v- P - Project: SVeCj4-,CC,+10v--1S ot 1"d p 1 n n s (\J o. F W 2-q - 0 5 KNOW Al,l. flYTI WSI I'W"SEN I S. I I IM The Ora,) Imurance collqlany and'I lic (InlCaswilly & surlNy Company, corporalion's duty Iisabe(c Salazar, An lel " uncz, -o, Nlicciche of Los �kngvlcs, ("' alifornia jointly and styeralty on behalfof apponic P;1tricia Zenizo, L 4 N all 1 11 piett al ,aud'ou it,,, bebliff'an(i as its tiered, each ofille Companies nallied above its line and kmful io make� exc"itc, seal ai bonds, or other writings obligalorw ir, 11w natupe oa bond, as surety, contracts of suretyship as are or inay be required or permitted by law, regulation, contract (ra'cstherwisc, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $25.000,000.00. This Pmcr of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26111 day of June,2003. "RESOLVED, that the President. Executive Vice President. any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney k1tuitifying the attorney named in the given 11mver ot'Aliorney to execute on hJuitfofthe Company bonds, midlerlakings, and all contracts of'surety, and that each or any of them is hereby authorized to attest to the cNecution of such Power of Attorney, and to attach the seat of the Company; and it is FUR I I WR RFS0LVl,,,-0- lhal the signalure of such officers and the sea] of the Company may be al"fixed to any SUCh Powver ol'Atlorllcy or to any W iificaxv r0afing, flierclo by tacsirnfle, and such P(nver all a" or cerdlicate hearing such fiacsimile signawro or finoi mile seal shall be handing upon the Company now and in the ftnure wlicn as nt'I'lNed w,Ajtlj regard to ajn, I)ond, undemking or Co ntracl ol'surety to which it is attached. IN WITNESS WHEREOF- The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 4111 day of November, 2021 e�v59 R AV Cullen S. Piske '0 SEAL By: Michael T. Gray SEAL President President The Gray Casualty & Surety Company The Gray Insurance Company State of Louisiana ss: Parish of Jefferson On thins 4'1' day o I Novcmbcr. 2021 liefuiv, nic. a Nowry Public, personally appeared Nlichad TGray. Pfcsklenl ol'The Gray himiraocc Company, and Cutlen S, Piske, President ol"I lie Gray Casualty & Surety C onipallypersonally, known tar mc, being duly sworn, acktwwledged that they signed 111c above Power ol'Atiorney and affixed lbe sea of the mnranies a,, offiwers ol" -,,aid a6mowledged. said his-trunictil to be the voluntary act and deed, of their companies Notary P"&jc Nolary ll) No92 . 653 Leigh Anne Henican Notary Public, Parish of Orleans State of Louisiana Odeans Ppi:rfsh, Louisiana; My Commission is for Life 1, Mark S. Manguno, Secretary of The Gray Insurance Company, do hereby certify that the above and forgoing is a true and correct copy of a Po%ver ol"Attorney given by the companies. which is mill in full lorce and effect. IN WITNESS WHEREOF. I have set my hand and all'ixed the scads of the Company this 101 day ofSep-HrnbC,- , 202zl r&44 P#4,s-,r 1, Leigh Anne Henican, Secretary of The Gray Casualty & Surety Company , do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Company this '/A day of Gept,-r-4ber- , -2-02--1 y 4 5 *J R Av 10 SEA S EAL Agreement No. 7068 i CONTRACT DOCUMENTS PLANS & SPECIFICATIONS FOR FY 24/25 PAVEMENT RE:HABILITATION PROJECT PROJECT" NO.: PW 24-08 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET EL SEGUNDO, CA 90245 310-524-2300 https://www. elsegundo. org/government/departments/city-clerkibid-rfp MANDATORY PRE -BID MEETING TUESDAY, JUNE 25, 2024, AT 9:00 AM CIVIC CENTER PLAZA 350 MAIN STREET EL SEGUNDO, CA 90245 BIBS .DUE 'T'°UESDAY, JUL,Y 29 2024, at 11:00 AM I Agreement No. 7068 MANDATORY PRE -BID MEETING LOCATION TUESDAY, JUNE 25, 2024, 9:00 AM at the El Segundo Civic Center Plaza 350 Main Street, El Segundo, CA 90245 2 Agreement No. 7068 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, JULY 25 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 Agreement No. 7068 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. 4 Agreement No. 7068 TABLE OF CONTENTS SECTION I — LEGAL A. NOTICE INVITING SEALED BIDS B. BIDDING INSTRUCTIONS I. DEFINITION 2. BIDDER'S REPRESENTATIONS 3. BIDDING DOCUMENTS 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 5. PRODUCT SUBSTITUTIONS 6. SUBCONTRACTORS 7. ADDENDA 8. PRE -BID CONFERENCE 9. FORM AND STYLE OF BIDS 10. BID SECURITY 11. MODIFICATION OR WITHDRAWAL OF BID 12. OPENING OF BIDS 13. REJECTION OF BIDS 14. AWARD C. PROPOSAL 1. PROPOSAL, FIRST PAGE 2. BID SCHEDULES a. BASE BID b. ALTERNATIVE BID 3. BIDDER'S INFORMATION 4. BIDDER AND NOTARIAL ACKNOWLEDGEMENT 5. PROPOSAL GUARANTEE BID BOND 6. CONTRACTOR'S LICENSE DECLARATION 7. NON -COLLUSION AFFIDAVIT 8. WORKER'S COMPENSATION CERTIFICATION 9. DESIGNATION OF SUBCONTRACTORS 10. REFERENCES 11. BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS 11. INSURANCE REQUIREMENTS D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT E. FAITHFUL PERFORMANCE BOND F. MATERIAL AND LABOR BOND i 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 I-C-3 I-C-4 I-C-6 I-C-8 I-C-9 I-C-10 I-C-11 I-C-12 I-C-13 I-C-14 I-C-17 I-C-18 I-D- I TO D-5 I-E- I TO E-3 I-F-1 TO F-3 SECTION II — GENERAL REQUIREMENTS A. GENERAL SPECIFICATIONS 1. 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. 7068 PAGE II-A-1 TO A-2 II-A-1 II-A-1 II-A-1 II-A-1 II-A-1 II-A-2 II-A-2 II-A-2 II-13-1 TO B-34 0-1 STANDARD SPECIFICATIONS 0-2 NUMBERING OF SECTIONS 0-3 MODIFICATIONS 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 ii II-B-3 II-B-3 II-B-4 II-B-4 II-13-5 II-B-5 II-B-5 II-B-6 II-B-6 II-B-6 II-B-6 II-13-6 II-B-7 II-B-7 II-B-7 II-B-7 Agreement No. 7068 SECTION II — GENERAL REQUIREMENTS (Continued) 3-3.3 DAILY REPORTS BY CONTRACTOR 3-4 CHANGED CONDITIONS 3-5 DISPUTED WORK 4-1.3 INSPECTION REQUIREMENTS 4-1.3.1 GENERAL 4-1.3.2 INSPECTION OF MATERIALS NOT PRODUCED LOCALLY 4-1.6 TRADE NAMES OR EQUALS 5-2 PROTECTION 5-2.1 INCORRECT LOCATION OF UTILITIES 5-4 RELOCATION 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION 5-5 DELAYS 5-5.1 CALCULATING IDLE TIME 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 CONTRACT SCHEDULE 6-1.2 CONTENT OF CONTRACT SCHEDULE 6-1.3 EFFECT OF CONTRACT SCHEDULE 6-1.4 COMMENCEMENT OF CONTRACT TIME 6-4 DEFAULT BY CONTRACTOR 6-4.1 GENERAL 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL OVER THE WORK 6-4.3 SURETY'S ASSUMPTION OF CONTROL 6-6 DELAYS AND EXTENSIONS OF TIME 6-6.1 GENERAL 6-6.2 EXTENSION OF TIME 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR 6-6.4 WRITTEN NOTICE AND REPORT 6-7.2 WORK DAYS AND WORKING HOURS 6-7.4 NIGHT WORK 6-7.5 WEEKEND AND HOLIDAY WORK 6-8 COMPLETION AND ACCEPTANCE 6-8.1 GENERAL GUARANTY 6-9 LIQUIDATED DAMAGES 6-9.1 FAILURE TO COMPLETE WORK ON TIME 6-11 DISPUTES AND CLAIMS; PROCEDURE 6-11.1 GENERAL 6-11.2 FORM iii PAGE II-B-8 II-B-8 II-B-9 II-B-9 II-B-9 II-B-10 II-B-12 II-B-12 II-B-13 II-B-14 II-B-14 II-B-14 II-B-14 II-B-15 II-B-15 II-B-15 II-B-16 II-B-16 II-B-16 II-B-16 II-B-17 II-B-17 II-B-17 II-B-18 II-B-18 II-B-18 II-B-18 II-B-18 II-B-19 Agreement No. 7068 SECTION II — GENERAL REQUIREMENTS (Continued) 6-11.3 CLAIMS SUBMITTED TO ENGINEER 6-11.4 CLAIMS IS PREREQUISITE TO OTHER REMEDY 6-11.5 DECISION ON CLAIMS 6-11.6 APPEAL OF ENGINEER'S DECISION 6-11.7 MEDIATION 6- 11.8 ARBITRATION 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING 6-11.10APPEAL TO SUPERIOR COURT; WAIVER OF JURY TRIAL 7-2 LABOR 7-2.3 PREVAILING WAGES 7-2.4 RECORD OF WAGES PAID; INSPECTION 7-3 LIABILITY INSURANCE 7-3.1 GENERAL 7-3.2 INDEMNIFICATION AND DEFENSE 7-5 PERMITS 7-8.1 CLEAN UP AND DUST CONTROL 7-8.1.1 GENERAL 7-8.1.2 WATERING 7-8.6 WATER POLLUTION CONTROL 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 TRAFFIC AND ACCESS 7-10.2 STREET CLOSURES, DETOURS, BARRICADES 7-10.5 PROTECTION OF THE PUBLIC 7-15 HAZARDOUS MATERIAL 9-2 LUMP SUM WORK 9-3.2 PARTIAL AND FINAL PAYMENTS 9.3.3 DELIVERED MATERIALS 100-1 TERMINATION OF AGENCY LIABILITY iv PAGE II-B-20 II-B-20 II-B-21 II-B-21 II-B-21 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-13-29 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-13-33 II-B-35 II-B-35 Agreement No. 7068 SECTION III — SPECIAL PROVISIONS PAGE 1-0. GENERAL SCOPE, TIME FOR COMPLETION, AND LOCATION OF WORK III-A-1 2-0. NOTIFICATIONS III-A-2 3-0. MOBILIZATION III-A-3 4-0. CONSTRUCTION & DEMOLITION MATERIALS RECYCLING REQUIREMENTS III-A-4 5-0. WORK SCHEDULE III-A-9 6-0. EXAMINATION OF JOB SITE AND MEASUREMENT VERIFICATION III-A-9 7-0. INSPECTION III-A-10 8-0. WORK AREA SAFETY III-A-10 9-0. USE OF PRIVATE PROPERTY AND PROTECTION OF EXISTING IMPROVEMENTS III-A-10 10-0. STORAGE OF MATERIALS AND EQUIPMENT III -A -I I 114 DISPOSAL OF REMOVALS III-A-11 12-0.. BUILDING SAFETY AND PUBLIC WORKS ENCROACHMENT PERMITS III-A-11 13-0. CENTERLINE TIES AND BOUNDARY MARKERS - III-A-11 14-0. NPDES COMPLIANCE III-A-12 15-0. TREE & TREE ROOTS III-A-12 16-0. CURB DRAIN OUTLETS III-A-13 17-0. OTHER METER BOXES; PULL BOXES III-A-13 18-0. TRAFFIC CONTROL, PUBLIC SAFETY, AND CONVENIENCE III-A-13 19-0. TRASH PICKUP, STREET SWEEPING, AND MAIL DELIVERIES III-A-14 20-0. COMPLETION III-A-14 21-0. WARRANTY III-A-14 SECTION IV — MEASUREMENT AND PAYMENT SECTION V — TECHNICAL SPECIFICATIONS v Agreement No. 7068 APPENDICES A. CITY MAP B. TYPICAL NO PARKING SIGN - EL SEGUNDO STANDARD ST-18 C. CONSTRUCTION AND DEMOLITION RECYCLING FORMS (INCLUDED AS PART OF SECTION III, SPECIAL PROVISIONS) D. PAVEMENT REHABILITATION LOCATIONS E. CENTERLINE TIE INFORMATION F. DRAINAGE IMPROVEMENT PLANS FOR ALLEY BOUNDED BY SHELDON ST., E. FRANKLIN AVE., PENN ST., AND E. EL SEGUNDO BLVD. G. EL SEGUNDO WATER DIVISION MATERIALS AND STANDARDS vi Agreement No. 7068 NOTICE INVITING SEALED BIDS FOR THE FY 24/25 PAVEMENT REHABILITATION PROJECT IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 24-08 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, JULY 2, 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 traffic control, centerline -tie surveying and tie replacement if removed, tree root dig -outs, asphalt repairs, asphalt cold milling, hot mix asphalt paving, sewer and storm drain manhole -cover adjusting, water system valve -cover adjusting, clearing and grubbing for slurry seal, crack sealing, mechanically removing striping in slurry seal areas, protecting manhole, valve covers, or concrete areas from slurry seal, slurry seal Type II resurfacing, dust control, street sweeping, thermoplastic re -striping, reinstalling pavement markings, and related work. Work on the Project must be performed in strict conformity with Specifications No. PW 24-08 as adopted by the El Segundo City Council on May 21, 2024, 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 from the Engineering Division of the Public Works Department, City of El Segundo, 350 Main Street, El Segundo, California, 90245. Plans And Specifications are alternately available electronically via hit s://www.else yuu o org/government/del2aq ovcrnment/dc2aqrnents/cit-cicrk�ab�tl-rf A pre -bid meeting is scheduled for Tuesday, June 25, 2024, at 9:00 AM, at the Civic Center Plaza, 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 Wednesday, June 26, 2024 to l)ttis:'/wl ww else t`tido.or ,overnnieritldetaartn ents/public-_ (KI(s °rei best- tal)lic-,.2L �. bid.. The terms and conditions for bidding on the Project are described in the attached Bidding Instructions. This project requires payment of State prevailing rates of wages for Los Angeles County. The contractor must post copies of the prevailing schedule at each job site. Copies of these rates of wages are available from the State of California Department of Industrial Relations Prevailing 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 I-A-1 Agreement No. 7068 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 Contractor's own expense and will include costs incurred by the City to accommodate the Contractor's request. In entering into a Public Works contract, or a subcontract, to supply goods, services, or materials pursuant to a public works contract, the Contractor, or Sub -Contractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties. I-A-2 Agreement No. 7068 Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders and submitted to the City Clerk, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: "SEALED BIDS FOR PROJECT NO.: PW 24-08 FY 24/25 PAVEMENT REHABILITATION PROJECT IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" The bid must be accompanied by a bid bond,_ made payable to the City of El Segundo for an amount no less than ten percent (10%) of the amount bid for the base contract. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the State Business and Professions Code. For these projects, those acceptable classes of license shall be "A" or "C-12". The successful Contractor and his Sub -Contractors will be required to possess the correct license for their project classifications, and valid City Business Licenses from the City of El Segundo. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. Any contract entered into pursuant to this notice shall become effective or enforceable against the City of El Segundo only when the formal written contract has been duly executed by the appropriate officer(s) of the City of El Segundo. DATED this day of 20_. CITY OF EL SEGUNDO, CALIFORNIA Tracy Weaver, City Clerk I-A-3 Agreement No. 7068 BIDDING INSTRUCTIONS 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. 7068 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: http,, :,//www.elseLL"Ulido .o,x� !lovai-nnientl(ic )a.i-iiients/ILiblic- w o ks/request- iblic-worl(s-bid Responses to all questions will be provided in writing to all Bidders in I-B-2 Agreement No. 7068 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, Wednesday, June 26, 2024 Questions Answered by 4:00 pm, June 28, 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. ADDENDA. 7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Bidding Documents and who have provided a street address for receipt of Addenda. 7.2 Copies of Addenda will be made available for inspection at the City's Public Works Department. 7.3 The City will issue Addenda so that they are received by prospective Bidders not later than three (3) business days before the Bid Deadline. Addenda that withdraw the request for Bids or postpone the Bid Deadline may be issued anytime before the Bid Deadline. 7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda before issuing a Bid. 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. 7068 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. 7068 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 on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the Bid Bond. The surety issuing the Bid Bond will be listed in the latest published State of California, Department of Insurance list of, "Insurers Admitted to Transact Surety Insurance in This State." 10.4 The City will retain Bid Security until the occurrence of one of the following: 10.4.1 All items required by the Bidding Documents have been furnished and the Agreement has been signed by the successful Bidder and the City. 10.4.2 The specified time has elapsed during which Bids may be withdrawn. 10.4.3 All Bids have been rejected. 10.5 The Bid Form, Bid Security, and all other documents required to be submitted with the Bid must be enclosed in a sealed opaque envelope. The envelope must be addressed to the City Clerk. The envelope must be identified with the Bidder's name and address, and identify the Project for which the Bid is submitted, as follows: "SEALED BIDS FOR PROJECT NO.: PW 24-08 FY 24/25 PAVEMENT REHABILITATION 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, provisions, and I-B-5 Agreement No. 7068 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 inierlineations, 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-B-6 Agreement No. 7068 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 Subcontractor before award will not preclude the City from requiring replacement I-B-7 Agreement No. 7068 14.7 14.8 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. Agreement No. 7068 PROPOSAL FOR THE FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Date , 20 Company Name: TO THE CITY OF EL SEGUNDO: In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid shall be considered evidence that the BIDDER has satisfied himself regarding the contract documents, access and any other field conditions which may 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. 7068 EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. NONCOLLUSION AFFIDAVIT BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the City of El Segundo is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. I-C-2 Agreement No. 7068 BID SCHEDULE FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Company Name: Base Bid Items ITEM NO. DESCRIPTION ...... _ .�............ . ........ QUANTITY UNIT UNIT PRICE ($) _ ITEM TOTAL ($) .... Mobilization/demobilization _.. � _. ._._..... __ ......... 1 including traffic control 1 LS ( aximum 5% of total tie _ 2 nch-deel asphalt repairs ....... 15,000 _.......... _... SF Full depth 6" asphalt concrete ........ 3 over 6" crushed aggregate base 2000 SF .....as lt� F aF_..M_ 4 _- ..... Slurry seal "I'ype II application .......�..... 635,284 _ SF _..... On slurry seal streets, _..... ........ mechanically remove and 5 restore traffic striping, 1 LS markings, and pavement markers 6 Grind as alb alt 2" - 404,287 SF 7 Overlay 2" 404,287 SF 8 Adjust sewer and storm drain manholes to fin al 37 EA Procure water valve cover ....... -.-.�.. . _.. ............ 9 risers 75 EA .. ............ .. ....... Adjust water valve _.. 10 covers to final grade 75 EA On overlay streets, remove 11 pavement markers and restore traffic striping, markings, and 1 LS pavement markers ........�.....__ Additional cost to upgrade _. _._..M . yellow two -stripe -style 12 crosswalks to become ladder- 1 LS style crosswalks (the rmo lastic Subtotal, Base Bid Items I-C-3 Agreement No. 7068 Alternative Bid Items 13 and 14 ITEM DESCRIPTION NO. �.... ........ Construct drainage 13 improvements in Alley B- 159 per Appendix F plans and construction schedule Construct Palm/Loma Vista 6" AC over 6" CAB full- 14 depth pavement reconstruction, slurry seal Type II, and striping per Annendix D lavout termined by the QUANTITY on an as -needed basis UNIT UNIT PRICE ($) LS LS Subtotal, Alternative Bid Items 13 and 14 ITEM TOTAL ($) Alternative Bid Items A15-A17 (Determined by the City on an as -needed basis) Alley Rehabilitation 4" asphalt concrete (AC) over 4" crushed aggregate base (CAB) one alley at a time 5-flay closure until completion, penu sob grade and base section plated overni bt) ITEM DESCRIPTION QUANTITY UNIT UNIT ITEM NO. PRICE ($) TOTAL ($) ....._.... _....... ............. ................. 4" AC over 4" CAB pavement reconstruction in A15 Alley B-159 bounded by 1 LS Sheldon, Franklin, Penn, and El Segundo Blvd. 4" AC over 4" CAB pavement reconstruction in A 16 Alley B-161 bounded by 1 LS Penn, Franklin, Sierra, and El Sep -undo Blvd. 4" AC over 4" CAB pavement reconstruction in A17 Alley B-151 bounded by 1 LS Sierra, Franklin, Lomita, and El Segundo Blvd. Subtotal, Alternative Bid Items A 15 through A 17 I-C-4 Agreement No. 7068 Alternative Bid Items B15-B17 (Determined by the City on an as -needed basis) Alley Rehabilitation 4" asphalt concrete over 4" crushed aggregate base such that an entire alley reconstruction is com 'lp eted in one d®ajto minimize the im act to business access ... ._ _.. ITEM DESCRIPTION UNIT ITEM NO. QUANTITY UNIT PRICE ($) TOTAL ($) 4" AC over 4" CAB one - day pavement B 15 reconstruction in Alley B- 1 LS 159 bounded by Sheldon, Franklin, Penn, and El Segundo Blvd. m. _ ....__. _ ....- 4" AC over 4" CAB one -day pavement reconstruction in B 16 Alley B-161 bounded by 1 LS Penn, Franklin, Sierra, and El �gund _Blvd. 4" AC over 4" CAB one -day pavement reconstruction in B17 Alley B-151 bounded by 1 LS Sierra, Franklin, Lomita, and El Sc�ul .Blvd. Subtotal, Alternative Bid Items B 15 through B 17 (Do not add to total bid amount) TOTAL BID FOR ITEMS 1-A17 IN FIGURES = TOTAL BID WRITTEN IN WORDS: All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. I-C-5 Agreement No. 7068 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.) as written below: If corporation, State of Incorporation (i.e., California) Business Address Telephone No. Facsimile No. State Contractor's License No. and Class .... DIR Registration No.. Original Date State License Issued State License Expiration Date The following are the names, titles, email 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-6 Agreement No. 7068 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-7 Agreement No. 7068 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-8 Agreement No. 7068 PROPOSAL GUARANTEE BID BOND FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 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 ($__J, which is ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated prqicct, for the payment of which sung, 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 120 BIDDER* SURETY* Subscribed and sworn to this day of NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I-C-9 Agreement No. 7068 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-10 Agreement No. 7068 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 diVL11ged i information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signature Typed Name Title Name of Bidder/Company Name Date Agreement No. 7068 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-12 Agreement No. 7068 DESIGNATION OF SUBCONTRACTORS FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 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. Subcontractor'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-13 Agreement No. 7068 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: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ _ ................. Date completed: Amount of work done by my/our firm under Contract $ Did your firm have any financial interest in Project? I Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ ..... --------------- Date completed: Amount of work done by my/our firm under Contract $ Did your firm have any financial interest in Project? I-C-14 Agreement No. 7068 Project Title: Location: Name and address of owner ........................... Name and current telephone number of person familiar with project Type of Work: Contract amount: $ Date completed: 1 Amount of work done by my/our firm under Contract $ Did your firm have any financial interest in Project? 4. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount: $— _ _ Date completed: Amount of work done by my/our firm under Contract $ Did your firm have any financial interest in Project? I-C-15 Agreement No. 7068 Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under Contract $ _� Did your firm have any financial interest in Project? Bidder may 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-16 Agreement No. 7068 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Company Name: Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. 1. Have you ever been disqualified from any government contract? Yes ❑ No ❑ 2. If yes, explain the circumstances: Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes ❑ No ❑ Bidder's Signature Name (Please Print) I-C-17 Agreement No. 7068 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Company Name: To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: Type of Insurance Limits Commercial general liability: $2,000,000 Business automobile liability: $1,000,000 Workers compensation: Statutory requirement Commercial general liability insurance must meet or exceed the requirements of ISO-CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as "additional insureds" under said insurance coverage and to state that such insurance will be deemed "primary" such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an "occurrence," not a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City. Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for the City. Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol 1 (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of "A: VII." Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California Worker's Compensation Coverage with the associated Waiver. Out-of- state coverage will not be accepted in lieu of the California coverage, because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." Date I-C-18 Bidder's Signature Agreement No. 7068 END PROPOSAL SECTION I-C-19 Agreement No. 7068 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND [CONTRACTOR] FY 24/25 PAVEMENT REHBAILITATION PROJECT PROJECT NO.: PW 24-08 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. 7068 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within forty-five (45) 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. 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. 7068 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 Ci Lifan Xu, City Engineer City of El Segundo 350 Main Street, El Segundo, CA 90245 (310) 524-2368 lxu@elsegundo.org The Contractor 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 I-D-3 Agreement No. 7068 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. 7068 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY OF EL SEGUNDO [CONTRACTOR] Darrell George, Name, City Manager Its ATTEST: Taxpayer ID No. Tracy Weaver, City Clerk Contractor State License No.: APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney Joaquin Vazquez, Assistant City Attorney Insurance Reviewed by: I-D-5 Contractor City Business License No.: Agreement No. 7068 FAITHFUL PERFORMANCE BOND FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 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 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 24-08, 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 24-08, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. CITY has estimated the required amount of the bond as shown above. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project's I-E-1 Agreement No. 7068 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 24-08 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. 7068 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY PRINCIPAL'S MAILING ADDRESS: NOTE: (1) (2) ,20 SURETY'S PRESIDENT SURETY's SECRETARY SURETY'S MAILING ADDRESS: ALL signatures must 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-E-3 Agreement No. 7068 LABOR AND MATERIALS BOND FY 24/25 PAVEMENT REHBAILITATION PROJECT PROJECT NO.: PW 24-08 Bond No. Bond Fee: ("PRINCIPAL") corporation principal a incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. This bond is conditioned upon and guarantees payment by PRINCIPAL to Contractors, Subcontractors, and persons renting equipment; payment by PRINCIPAL and all PRINCIPAL'S Subcontractors for all materials, provisions, provender, or other supplies, and equipment used in, upon, for or about the performance of the work contemplated in SPECIFICATIONS NO. PW 24-08 ("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 24-08, and the Public Works Contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles, which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all Contractors, Subcontractors, and persons renting equipment. I-F-1 Agreement No. 7068 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 24-08, 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. 7068 SIGNED AND SEALED this day 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-F-3 Agreement No. 7068 SECTION 11- GENERAL REQUIREMENTS CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL SPECIFICATIONS 1. REGISTRATION OF CONTRACTORS No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to licensing of contractors, for the type of work to be performed under this Contract. 2. INSURANCE AND CITY BUSINESS LICENSE Contractor and Sub -Contractors will obtain appropriate insurance and a City Business License before execution of the construction contract. 3. EMERGENCY INFORM ATlON 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. LFURNI HING OF WATER Water necessary for the prosecution of the work as herein specified will be furnished by the City in the following manner: The CONTRACTOR will deposit with the City Water/Wastewater Division the sum of One Thousand Four Hundred Forty -Four Dollars ($1,444.00) to insure against damage to a 2'/2" 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 - OC:CUPATIONAL SAFETY & HEALTI-1 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. 7068 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 POLLUTION 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. 7068 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL PROVISIONS 0-0 STANDARD SPECIFICATIONS 0-1 GENERAL Except as modified by these Standard Specifications, the provisions of the latest edition of the "Standard Specifications for Public Works Construction" and its supplements prepared and promulgated by the Southern California 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 ACDITIO'NAI., DEFINITIONS Acceptance — The date on which the City Council accepts the Work as complete. Architect, Design Engineers, Soils Engineer, Structural Engineers - Advisors employed by the City. Bidder - Any individual, firm, partnership, corporation, or combination thereof, submitting a proposal for the work contemplated, acting directly or through a 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. 7068 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 SECTION 2 — SCOPE AND CONTROL OF WORK II-B-2 Agreement No. 7068 The following subsections 2-1.1 and 2-1.2 are added to the Greenbook. 2-1.1 ACC'1 aS'I"O P OJFCT S1Tp- 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 OWNERSHIP AND USE OF CONTRACT 1 OC;,LJM1� ,NT" a. 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 SUBCONIRACTS 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 1 CC §§ 4100 et. sect,,, 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 or necessity. II-13-3 Agreement No. 7068 Violation of any of the above provisions will be considered a breach of the Contract, and the City may terminate the Contractor's control over the Work, cancel the contract, or assess the Contractor a penalty of not more than ten percent of the subcontract involved. All persons engaged in the work, including subcontractors and their employees will be considered as employees of the Contractor. The Contractor will be solely responsible for and have control over construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the Work. The City will deal directly with, and make all payments to, the prime Contractor. When subcontracted work is not being prosecuted in a satisfactory manner, the Contractor will be notified to take corrective action. The Engineer may report the facts to the City Council. If the City Council so orders, and on receipt by the Contractor of written instructions from the Engineer, the subcontractor will be removed immediately from the Work. That subcontractor will not again be employed on the Work. If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2-3.2 ADDITIONAL RESPONSI.BILITY 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. 2-5 PLANS AND S'PECIF"ICATIONS Subsection 2-5.1 of the Greenbook is replaced by the following subsection. II-B-4 Agreement No. 7068 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. 5. 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 PRI-VEDENCE C1!1^ CONI"I Af"T DOCi1 1611TS The following paragraph is added to subsection 2-5.2 of the Greenbook: As the figured dimensions shown on the plans and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions will be followed in preference to the scaled dimensions, and plans to a large scale will be followed in preference to the plans to a small scale. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in the Contract, the Contractor will apply to the Engineer for such further explanations as may be necessary, and will conform thereto as part of the Contract so far as may be consistent with the terms thereof. Any items shown on drawings and not mentioned in II-B-5 Agreement No. 7068 the specifications will be of like effect as if shown or mentioned in both. 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS Although it is believed that much of the information pertaining to conditions and existing utilities that may affect the cost of the Work will be shown on the Plans or indicated in the Specifications, the City does not warrant the completeness or accuracy of such information. The Contractor will carefully study and compare each of the Contract Documents with the others and with information furnished by the City and will promptly report in writing to the Engineer any errors, inconsistencies, or omissions in the Contract Documents or inconsistencies with applicable law observed by the Contractor. The Contractor will take field measurements, verify field conditions, perform soil investigations, and carefully compare with the Contract Documents such field measurements, conditions, and other information known to the Contractor before commencing the Work. Errors, inconsistencies, or omissions discovered at any time will be promptly reported in writing to the Engineer. 2-8 RIGHT-OF-WAY The following subsection is added to Subsection 2-8 of the Greenbook. 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES When the Contractor arranges for additional temporary work areas and facilities, the Contractor will provide the City with proof that the additional work areas or facilities have been left in a condition satisfactory to the owner(s) of said work areas or facilities before acceptance of the work. 2-9 SURVEYING Subsection 2-9.3, Survey Service, is deleted in its entirety and replaced by the following subsection: 2-9.3 SURVEY SERVICE 2-9.3.1 CONSTRIJ'CTION SURVEYING The Contractor will provide for all construction surveying required to layout, monitor and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California. The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the II-B-6 Agreement No. 7068 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 MEASI.IREMENT AND pA °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. 3-3.2.2BASIS jLOR I,STABLISI INO 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. (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 II-B-7 Agreement No. 7068 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 CONTRACTOR Add the following paragraph to subsection 3-3.3, Daily Reports by Contractor: If disagreement continues regarding extra work, the Contractor may seek compensation in accordance with the Claims procedure. Daily Reports required by this subsection must be made part of the Claim as supporting data for the Claim. 3-4 CHANGED CONDITIONS Subsection 3-4, Changed Conditions, is deleted in its entirety and replaced with the following subsection: If the Contractor encounters concealed or unknown conditions that differ materially from those anticipated or expected ("changed conditions"), the Contractor will immediately notify the Engineer in writing of such changed conditions (upon discovery and before disturbing such changed conditions), as provided in Subsection 6-11, so that the Engineer can determine if such conditions require design details that differ from those design details shown in the Contract Documents. Notwithstanding the thirty (30) day time period set forth in Subsection 6-11.3, the Contractor will be liable to the City for any extra costs incurred as a result of the Contractor's failure to promptly give such notice. Changed conditions will include, without limitation, the following: 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 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. II-B-8 Agreement No. 7068 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. 1 The City has not determined the accuracy or completeness of such information and all such information is made available to Bidders without any representation or warranty by the City whatsoever as to its accuracy, completeness, or relevancy. Bidders will independently evaluate such information for their use and will be solely responsible for use or interpretation of such information. Any such use or interpretation will not be the basis of any claim against the City. 3-5 DISPUTED WORK Subsection 3-5 is deleted in its entirety and replaced by the following subsection. If the Contractor and the City do not reach agreement on disputed work, the City may direct the Contractor to proceed with the work. Any payment for the disputed work will be determined pursuant to the claims procedures in these Standard Specifications. Although not to be construed as proceeding under extra work provisions, the Contractor will keep and furnish records of disputed work as required by the Contract Documents. 4-1.3 INSPECTION REQUIREMENTS 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 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 II-B-9 Agreement No. 7068 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 OR EQUALS Whenever any material, product, equipment, or service is specified by brand, trade, or proprietary name, the item so specified will be deemed to be followed by the words "or equal". For the City's consideration of a proposed "equal" item, the Bidder will submit, a minimum of ten (10) calendar days before the date of the bid opening, documentation of the particulars of the proposed "equal item". At a minimum, the submitted documentation will include: • 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. 7068 5-2 PROTECTION The following subsection is added to Subsection 5-2 of the Greenbook. 5-2.1 INCORRECT LOCATION OF LITILITIES 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 QF 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 CALCULATING IDLETIME I E 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-11 Agreement No. 7068 6-1 CONSTRUCTION SCHEDULE AND CO MENC,EMENT OF WORK Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. Pre -Construction eeti 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 CONTRACT SCHEDULE After notification of award and before starting any work, the Contractor will submit a Contract Schedule to the Engineer for review, as required by these Specifications within fifteen (15) days of award. 6-1.2 CONTENT OF CONTRACT SCHEDULE 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 EFFECT OF CONTRACT SCHEDULE The Contract Schedule, and any updated Contract Schedules, will represent a practical plan to complete the Work within the Contract Time. Extension of any schedule beyond the Contract Time will not be acceptable. Schedules showing the Work completed in less than the Contract may be acceptable 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. If a schedule showing the Work completed in less than the Contract Time is accepted, II-B-12 Agreement No. 7068 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 CO MM ENCEMP� 'NT CF CoN'TR CT T11hr1E 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 DEFAULT BY CQNf F'RACTDR The language in subsection 6-4 is deleted in its entirety and replaced with the following subsections. II-B-13 Agreement No. 7068 6-4.1 GENERAL Should the Contractor fail to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fail to maintain the Work schedule (as determined by the current accepted Contract -Schedule) which will ensure the City's interest, or if the Contractor is not carrying out the intent of the Contract, the City may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL 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 ASSUMPTION OF CONTROL Should the Surety assume any part of the Work, it will take the Contractor's place in all respects for that part, and will be paid by the City for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default will be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the City may exclude the Surety from the premises. The City may then take possession of all material and II-B-14 Agreement No. 7068 equipment and complete the Work by City's forces, by letting the unfinished work to another contractor, or by a combination of such methods. In any event, the cost of completing the Work will be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion, the Contractor or Surety will pay to the City within 5 days of completion, all costs in excess of the sums due. The provisions of this subsection will be in addition to all other rights and remedies available to the City under applicable law. 6-6 DELAYS AND EXTENSIONS OF TIME 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 wil I not grant ail 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 roust 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. Agreement No. 7068 6-6.3 PAYMENT FOR 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 REPOR-r 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 WORK DAYS 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. 7068 On workdays, Contractor's activities will be confined to the hours between 7:00 a.m. and 4:00 p.m. Please see Section 6-7.5 below for weekend and holiday work restrictions. 6-7.4 NIGHT WORK The following paragraph is added to Section 6-7 of the Greenbook: The City will not permit Work between the hours of 4 p.m. and 7 a.m. of the following day unless specifically provided for in the bid documents or unless the Contractor receives prior written approval. 6-7.5 WEEKEND AND EOLIi7AY WORK. 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 js 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 GENERAL QUARANTY 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. 7068 6-9 LI UIDATED DAMAGES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and replaced by the following subsections. 6-9.1 FAILURE TO COMPLETE WORK ON TIME If all the work called for under the contract is not completed before or upon the expiration of the Contract Time, the City will sustain damage. Since it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay, it is therefore agreed that the Contractor will pay to the City the sum specified in the Proposal for each and every calendar day beyond the time prescribed to complete the work not as a penalty, but as a predetermined liquidated damage. The Contractor agrees to pay such liquidated damages as are herein provided, and in case the same are not paid, agrees that the City may deduct the amount thereof from any money due or that may become due to the Contractor under the contract. Unless otherwise specified, liquidated damages will be $250 per calendar day. 6-11 DISPUTES AND CLAIM&, PROCEDURE 6-11.1 GENERAL Consistent with PCC § 10240.6, "Claim" means a written demand or assertion by the Contractor that seeks an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time, or other relief with respect to the Contract Documents, including a determination of disputes or matters in question between the City and the Contractor arising out of or related to the Contract Documents or the performance of the Work, and claims alleging an unforeseen condition or an act, error, or omission by the City, the Engineer, their agents or employees. "Claim" does not mean, and the Claims procedures herein do not apply, to the following: Claims respecting penalties for forfeitures prescribed by statute or regulations, which a government agency is specifically authorized to administer, settle, or determine. 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. 7068 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 clays of the date the cost reflected in the record is incurred. At theEngineer's request, claimed extra costs may be subject to further verification procedures (such as having an inspector verify the performance of alleged extra. work can 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. If the Claim involves an adjustment of the Contract Sum for delay, written II-B-19 Agreement No. 7068 documentation demonstrating the Contractor's entitlement to such an adjustment. A personal certification from the Contractor that reads as follows: "I, , BEING THE (MUST BE AN OFFICER) OF _......._ _— (CONTRACTOR NAME), DECLARE UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY REVIEWED THE ATTACHED CLAIM FOR ADDITIONAL COMPENSATION OR EXTENSION OF TIME, AND KNOW ITS CONTENTS, AND SAID CLAIM IS MADE IN GOOD FAITH; THE SUPPORTING DATA IS TRUTHFUL AND ACCURATE; THAT THE AMOUNT REQUESTED ACCURATELY REFLECTS THE CONTRACT ADJUSTMENT FOR WHICH THE CONTRACTOR BELIEVES CITY IS LIABLE; AND, FURTHER, THAT I AM FAMILIAR WITH CALIFORNIA PENAL CODE § 72 AND CALIFORNIA GOVERNMENT CODE § 12650, ET SEQ., PERTAINING TO FALSE CLAIMS, AND FURTHER KNOW AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A FALSE CLAIM MAY LEAD TO FINES, IMPRISONMENT, AND OTHER SEVERE LEGAL CONSEQUENCES." 6-11.3 CLAIMS SUBMITTED TO ENGINEER Within 30 days after the circumstances giving rise to a Claim occur, the Contractor will 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 OTHER REMEDY The Contractor certifies that it is familiar with PCC § 10240.2 and understands and agrees that submitting a Claim in accordance with these Specifications is an express condition precedent to the Contractor's right to otherwise pursue a claim whether through alternative dispute resolution or by litigation. Should the Contractor fail to submit a claim in accordance with these Specifications, including the time limits set forth herein, it will waive any right to a remedy, whether in law or equity, it might otherwise have pursuant to the Contract Documents or applicable law. 6-11.5 DECISION ON CLAIMS The Engineer will promptly review Claims submitted by the Contractor in accordance with these Specifications. Should the Engineer require additional supporting evidence II-B-20 Agreement No. 7068 to evaluate the claim, the Engineer will request such additional information in writing. Any such requested data will be furnished not later than 10 days after the Contractor receives the Engineer's request. The Engineer- will render a decision not later than 60 days after either receiving the Claim or the deadline for furnishing additional supporting data, whichever is later. If the Engineer fails to render a decision within the time period established herein, then the Claim will be deemed denied. The Engineer's decision will be final and binding unless appealed in accordance with these Specifications. The Engineer's decision on a Claim will include a statement substantially as follows: "This is a decision pursuant to the General Specifications of your contract. If you are dissatisfied with the decision, and have complied with the procedural requirements for asserting claims, you may have the right to alternative dispute resolution or litigation. Should you fail to take appropriate action within 30 days of the date of this decision, the decision will be come final and binding and not subject to further appeal." 6-11.6 APPEAL. OF ENGINEER'S DECISION Should the Contractor dispute the Engineer's decision, then the Contractor must appeal that decision to the City's Public Works Director within 30 days of receiving the Engineer's decision. The Public Works Director will address disputes or claims within 30 calendar days after receiving such request and all necessary supporting data. The Public Works Director's decision on the dispute or claim will be the City's final decision. If the Contractor disputes the Public Works Director's decision, then the Contractor must demand alternative dispute resolution in accordance with this Section and the PCC within 30 days of the City's final decision. 6-11.7 MEDIATION If the City and the Contractor agree, disputes between the parties may be submitted to non -binding mediation. If the parties cannot agree to an alternative form of mediation, then mediation will be administered by the American Arbitration Association ("AAA") under its Construction Industry Mediation Rules, unless the use of such rules are waived by mutual stipulation of both parties. The parties may, but are not required to be, represented by counsel in mediation. The requirement for mediation will not alter or modify the time limitations otherwise provided for claims and no conduct or settlement negotiation during mediation will be considered a waiver of the City's right to assert that claim procedures were not followed. II-B-21 Agreement No. 7068 6-11.8 ARBITRATION If the City and Contractor do not agree to mediation, then a disputes will be submitted to neutral non -binding (except as provided herein) arbitration. Arbitration will be conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator will be consistent with PCC § 10240.8. The exclusive venue for any arbitration will be in Los Angeles County. The expenses and fees of the arbitrators and the administrative fees, if any, will be divided among the parties equally. Each party will pay its own counsel fees, witness fees, and other expenses incurred for its own benefit. 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING The decision rendered by the arbitrator will become binding upon the parties unless appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12 within 30 days of the decision. If subsequent litigation results in an award to the party appealing the arbitration that is less than or equal to that of the arbitration decision, or if the litigation results in a decision in favor of the nonappealing party, then the party appealing the arbitration will pay the nonappealing party's attorney's fees and court costs. 6-11.10 APPEAL TO SUPERIOR COUI "I� WAIVEWAIVE& OF JURYTRIAL RIAL Should a party timely object to the arbitration decision, it may file a petition with the Los Angeles County Superior Court in accordance with California Code of Civil Procedure ("CCP") § § 1285, et seq. Notwithstanding the limitations set forth in CCP § 1286.2, the court may vacate, correct, or adjust an arbitration award, and enter judgment in accordance with CCP § 1287.4, for any legal or equitable basis including, without limitation, error of law. The court will apply the substantial evidence standard of review when considering the appeal of an objecting party. BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE CONSTRUCTION, INTERPRETATION, PERFORMANCE, OR BREACH OF THESE CONTRACT DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH THIS SECTION 6-11. BOTH THE CITY AND THE CONTRACTOR WAIVE THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES. 6-11.11 AB 626 CLAIMS PROCESS Claims made by a Contractor for one or more of the following are subject to the claim resolution process set forth in Public Contract Code section 9204: II-B-22 Agreement No. 7068 (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 entided. (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 RR1.;VJLI CYWAGES '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. 7068 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 RECORD OF WAGES PAID: INSPECTION Every Contractor and subcontractor will keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with the Work. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by the City, the Contractor will provide copies of the records at its cost. 7-3 LIABILITY INSURANCE 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 01 85 or 88 Business Auto CA 00 01 01 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. 7068 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. 7068 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. 7068 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. 7068 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 ocher governmental and. utility agencies necessitated by their operations. All bonding fees, (overweight and oversized vehicle permit fees) inspection permit fees or other fees charged or required for such permits must be paid by the Contractor. These costs will be included in the bid item provided. If no bid item is included, costs will be included in the various items of work, and no additional payment will be allowed. 7-8.1 CLEANUP AND DUST CONTROL Subsection 7-8.1, Cleanup and Dust Control, of the Greenbook is deleted in its entirety and replaced by the following subsections. 7-8.1.1 GENERAL On any construction project requiring trenching within public streets and for which total trenching is in excess of 500 feet, the Contractor will be required to sweep the worksite utilizing a pick-up hype street sweeper a minimum of once daily. 7-8.1.2 WATERING Water for the laying of dust caused by Contractor's operations or the passage of traffic through the work will be applied as necessary or as directed by the Engineer. Water for the above or other purposes may be obtained from any approved source. If the Contractor chooses to use a City fire hydrant upon placing a $300 meter deposit and the payment of a $50 service fee, the Engineer will cause a meter to be installed. All water used from the hydrant will be metered and charged to the Contractor at the prevailing rate plus the current daily meter rental rate. The Contractor will be charged a $15 reconnect fee if the Contractor wishes to move the meter to a different hydrant. Costs of water to be used will be included in the cost of various bid items. 7-8.6 WATER POLLl.J° 1QN CON!ROL This section is supplemented by the addition of the following requirements which establish storm water and urban runoff pollution prevention controls. II-B-2 8 Agreement No. 7068 (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. 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-6 and 7) for additional requirements. (d) Plastic or other impervious covering will be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City. (e) Excavated soil stored on the site will be covered in a manner that minimizes the amount of sediments running into the storm drain system, street or adjoining properties. (f) No washing of construction or other industrial vehicles and equipment will be allowed adjacent to a construction site. During the rainy season (October 15 to April 15), Contractor will keep at the construction site sufficient materials and labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures will be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain. (h) All costs associated with water pollution control will be borne by the Contractor. Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor's failure to implement water pollution control measures will be charged to the Contractor. 7-9 PR.OTUCTION AND RE'TORATION OF EXISTIN i lmPR0VE3ML-NTS The following requirements are added to Section 7-9: Where existing traffic striping, pavement markings, and curb markings are damaged or II-B-29 Agreement No. 7068 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. 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 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. 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. 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 at his own expense and no additional compensation will be allowed. 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 and require the land surveyor to file corner records with the CITY ENGINEER; and re- establish any such monuments or benchmarks damaged or destroyed during construction and file corner records with the City of El Segundo Public Works Department after replacement. The City shall determine which monuments found and listed in the CONTRACTOR'S Surveyor's letter are to be tied out and re-established. 7-10 PUBLIC CONVENIENCE AND SAFETY The following requirement is added to Section 7-10: II-B-30 Agreement No. 7068 Unless otherwise specified all traffic control will be performed in accordance with the Work Area Traffic Control Handbook (WATCH) Latest Edition, published by Building News, 3055 Overland Avenue, Los Angeles, CA 90034, telephone 310-474-7771. 7-10.1 TRAFFIC AND ACCESS The Contractor will notify the occupants of all affected properties at least 48 hours prior to any temporary obstruction of access. Vehicular access to property line will be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer. At least one (1) twelve (12) foot wide traffic lane will be provided for each direction of travel on all streets at all times except as permitted by the Engineer. The traffic lanes will be maintained on pavement, and will remain unobstructed. All work on major streets 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 CLOSURES DETOUR-1 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 II-13-31 Agreement No. 7068 comfortably over the plates and have a non-skid surface. Plates subject to vehicle high traffic speeds and in residential areas will be secured by welding at the discretion of the Engineer. 7-10.5 PROTECTION OF T1..IE PUBLIC: It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor will use foresight and will take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the Project which will require that immediate and unusual provisions be made to protect the public from danger or loss of life, or damage to life and property, due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action will be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation immediately, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, will be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. Such remedial measures by the City will not relieve the Contractor from full responsibility for public safety. 7-15 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. II-B-32 Agreement No. 7068 After receiving notice from the Contractor, the Engineer will promptly investigate any condition identified by the Contractor as being hazardous. The rights and obligations of the City and the Contractor with regard to such conditions (including, without limitation, the procedures for procuring change orders and filing claims) will be specified by the provisions of Subsection 3-4 (Changed Conditions) of the Greenbook. If a dispute arises between the City and the Contractor whether the conditions materially differ, involve hazardous waste, or cause a change in the Contractor's cost or time required for performance of the work, the Contractor will not be excused from any scheduled completion date provided for by the contract, but will proceed with all work to be performed under the contract. The Contractor will retain all rights provided by Subsection 3-5, Disputed Work, of the Greenbook. If the Engineer determines that material called to the Engineer's attention by the Contractor is hazardous waste, or if the Engineer otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Engineer, subject to the provisions of Section 3 (Changes in Work) of the Greenbook. 9-2 LUMR SUM WORK Subsection 9-2, Lump Sum Work, of the Greenbook is deleted in its entirety and replaced by the following: Items for which quantities are indicated as "Lump Sum," "L.S.," or "Job" will be paid for at the price indicated in the Proposal. Such payment will be full compensation for all costs for labor, equipment, materials and plant necessary to furnish, construct and install the lump sum item of work, complete, in place, and for all necessary appurtenant work, including, but not limited to, all necessary cutting, patching, repair and modification of existing facilities, and clean up of site. Contractor will furnish three copies of a detailed schedule, which breaks down the lump sum work into its component parts and cost for each part, in a form and sufficiently detailed as to satisfy Engineer that it correctly represents a reasonable apportionment of the lump sum. This schedule is subject to approval by Engineer as to both the components into which the lump sum item is broken down, and the proportion of cost attributable to each component. This schedule will be the basis for progress payments for the lump sum work 9-3.2 PAR HAL AND FLNAL PAYMEfi IS The text of Subsection 9-3.2 of the Standard Specifications is hereby deleted and replaced with the following: II-B-33 Agreement No. 7068 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 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 II-B-34 Agreement No. 7068 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 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. 7068 SECTION III — SPECIAL PROVISIONS 1-0. GENERAL 1-1, GENERAL SCOPE TIME FOR COMPLETION AND LOCATION OF WORK 1-1.1. General Standards and. Pi,o'ect Specifications All work shall be performed in accordance with the Standard Specifications for Public Works Construction, latest edition, including supplements thereto, and American Public Works Association, Standard Plans for Public Works Construction. Strict compliance with State and local safety codes will be enforced. Legible copies of material/weight certification shall be turned over to the inspector daily. 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. 1-1.2. General Scope of"Work The work to be done consists of furnishing all labor, materials, tools, equipment and incidentals for traffic control, centerline -tie -related surveying, asphalt repairs, tree root removals down to two feet below grade, two-inch deep asphalt cold milling and paving, full depth asphalt replacement, utility manhole and valve can adjustments, backfilling, and drainage improvement construction for an alley section. In addition, the work also consists of furnishing all labor, materials, tools, equipment and incidental for mechanical clearing and grubbing for slurry seal; crack sealing; mechanical removal of existing striping, pavement markings, and pavement markers in slurry seal areas; protecting manhole, valve covers, and concrete areas from slurry seal; slurry seal Type II resurfacing; re -striping; re -installation of pavement markings and reflective pavement markers; dust control; street sweeping; and traffic control as described in the Special Provisions. This project will involve asphalt concrete overlay and Type II slurry seal resurfacing. One lane of through traffic shall be allowed in the construction area at all times. Existing pavement markers and striping shall be removed and then re -installed once resurfacing has occurred. Catch basins shall be appropriately protected from construction debris, and existing flow lines to catch basins shall be maintained during and after all street resurfacing. Contractor shall implement pedestrian and vehicle traffic control to direct the general public away from the project site before and during construction. Areas previously resurfaced early in the project shall be protected in place as remaining areas are resurfaced. Slurry seal tire markings on driveway and driveway approach concrete shall be avoided by the Contractor ensuring that slurry seal can be driven on without staining occurring. Best management practices for dust control and NPDES shall occur continuously at all project locations. All work shall conform to applicable State, local, regional and Federal codes, ordinances, and regulations. III-A-1 Agreement No. 7068 All mobilizations to complete the work shall be included in the bid price. 1-1.3. Location of the Work. Please see the Appendices for project location information. 1-1.4. Workine Days and Time for Completion Contractor will commence work on date specified in the Notice to Proceed issued by City of El Segundo Public Works Department and shall complete work within forty- five (45) working days after the date of commencement. Work hours on residential streets shall be 7:00 am to 5:00 pm on weekdays. Work hours on collector and major streets shall be 9:00 am to 3:00 pm on weekdays. No work shall occur on holidays when City Hall is closed, per Section II-6-7.2. Concrete/asphalt shall be installed within five calendar days of excavation/grinding. The last two weeks of December is a moratorium period, from December 23, 2024, 7:00 am to January 6, 2025, 7:00 am, during which no construction work shall occur on City streets or other public right-of-way. If applicable, the contractor shall schedule their work such that no excavations are left open during those two weeks. 1-1.5. Examination of Job Site and Measurement Verification The BIDDER shall make a detailed physical inspection of the project site before submitting the proposal. It is understood that the BIDDER has thoroughly examined the specifications, sites and conditions under which work will be performed before submitting a proposal and has satisfied himself regarding existing conditions and existing access conditions which may affect bid prices for the proposed work. Measurement Verification: Contractor shall verify all field measurements and determine quantities prior to ordering materials. Contractor shall procure all material and confirm all parts are onsite prior to beginning installation. 1-1.6. 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. III-A-2 Agreement No. 7068 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, Floriza Rivera, Public Works Staff 310-524-2361 shutdown of work, J. Jimenez, Acting Street Maint. Supervisor 323-678-1864 or resumption of Lifan Xu, City Engineer 310-524-2368 work after shutdown Elias Sassoon, Director of Public Works 310-524-2356 2. Closing of streets El Segundo Police Department** 310-524-2200 El Segundo Fire Department** 310-524-2236 ** 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: 2-1 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 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 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 III-A-3 Agreement No. 7068 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. NOTIFICATION. OF R C_SCDBNT'S 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. Notices shall include the project times, dates, working hours, description of project activities, and the Contractor's contact information. If any changes occur to project times, dates or working hours, the Contractor will revise and re -deliver the Notice to affected persons. 2-3. NOTIFICATION QF OTkLE�l , F;NTI'I'II,,S/A�rl,,' L IPS The Contractor shall also notify in writing affected other entities/agencies including but not limited to businesses, churches, schools, the Parks Division, and public transportation agencies, etc. Written notification shall be sent at least three weeks prior to construction so that customers, congregations, parents, the general public, and public transportation users can be alerted to any changes that the agencies may have to implement as a result of construction. 3-0. h+1O�iILI.ATI(''N Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The scope of work under mobilization includes but is not limited to: 1. Obtaining all required permits. 2. Completing and submitting documents as required per specifications. 3. Scheduling to avoid traffic and parking conflicts. Managing sub -contractor's scheduling and notifications to the public to avoid traffic and parking conflicts. 4. Preparing, submitting and following a Construction and Demolition Debris Management Plan 5. Submittal of Construction Schedule, Contractor Contact List, Centerline Tie Inventory, Schedule of Values for striping bid items, Striping/Pavement Marking/Pavement Marker Inventories, and Notices to City staff for City approval at the Project Pre -construction Meeting. 6. Arranging for and erection of Contractor's work and storage yard. Moving on to the site of all Contractor's equipment required for operations. III-A-4 Agreement No. 7068 7. Coordinating with Underground Service Alert (USA) or Dig Alert to mark underground utilities before any excavation. 8. Coordination with the City Water Division for water shutoff if needed during construction. 9. Distribution of a City -approved Notice to Business and Residents at least one week prior to construction, or as stated otherwise in these specifications. 10. Notification of property owners, businesses, residents, and motorists, other entities/ agencies, etc. using temporary traffic warning and safety signage where construction is or will be occurring or when water will be temporarily shut off or turned back on. Notification shall be furnished by Contractor and shall be distributed seventy-two (72) hours prior to work in that area. 11. Re -notification of all affected parties for all construction schedule changes. 12. Coordination with utility agencies, street sweeper, and waste hauler, and other entities/agencies to avoid conflicts during project activities. 13. Providing on -site sanitary facilities on a moveable trailer. 14. Posting all OSHA required notices. 15. Protection -in -place of utility facilities, landscapes, pavements, structures, planter boxes, vegetation, and any other property during construction activities. 16. Additional mechanical clearing and grubbing, and landscape removal not covered elsewhere in the specifications as necessary. 17. Traffic control per W.A.T.C.H. manual and CA MUTCD and submittal of traffic control plans prepared by licensed traffic engineer for review and approval. 18. Providing Best Management Practices (BMPs) necessary to comply with NPDES requirements. 19. Bringing unforeseen field conditions to City staff s attention in a timely manner in written Requests for Information. 20. Providing backup documentation for Change Order requests. 21. Restoration to existing standard conditions or better, of private and public property damaged during construction. Power -washing concrete stained by emulsion or otherwise removing construction -related stains from surfaces on public or private property. 22. Installing and removing of all temporary facilities required for operations. 23. Removal and disposal of any existing unused materials from the project sites. 24. Demobilization 3-1. Mechanical clearing, grubbing, and landscape removal shall take place as necessary for all construction activities to occur, including but not limited to Section 300-1 of the Standard Specifications. If applicable, live tree roots shall be inspected by the Recreation and Parks Department after the surface above them has been removed, to ascertain if tree removal is necessary. Costs for clearing, grubbing, and landscape/tree root removal shall be included in the bid prices for the different bid items. All such removals shall take place prior to any excavation for construction. Where necessary, the contractor shall replace residential landscaping or sprinklers damaged by construction after construction is complete. 3-2. Underground Service Alert, 1-800-227-2600, shall be contacted and the contractor shall determine the exact location of all utilities prior to beginning excavation and construction. If conflicts are discovered, the Contractor shall notify the Engineer III-A-5 Agreement No. 7068 immediately. A detailed description of the depth and location of utility conflicts in relation to the proposed storm drain facilities shall be provided to City Inspector as well as the applicable utility agency. A list of utility agency and waste hauler contact number is included in Section III-2 of these specifications. 3-3. Demobilization shall include all activities for the Contractor to remove all equipment, on -site sanitary facilities, etc. from the project areas after construction is complete. Demobilization shall also include general cleanup activities and punch list items and specific activities determined by the City Public Works Inspector, to repair or replace any private or public facilities damaged by the construction and to return public right- of-way to the same or better condition as that existing prior to construction. 44 CONSTRUCTION & DEMOLITION MATEI IALS" ,RLCyCI INC REQ I1 EMEl'9'TS 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: PARTI GENERAL 1.1 SUMMARY 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, 9 9"), requires thatt localities throughOUt the state develop source reduction, reuse, recycling, and composting programs to reduce the tonnage of solid waste disposed in landfills by 0%; this requirement may increase in the future. C&D waste materials generated by the Work are targeted to achieve these diversion rates. 2. A rninimuna of 0% by weight of the solid wastes generated in the Work shall be diverted from landfill disposal through a coenbination of reuse,, recycling, and cornposting activities. 3. This section includes requirements for submittal of C&D Debris Management Plan prior to the commencement of the Work, and III-A-6 Agreement No. 7068 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. 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. K Inert Disposal Facility or Inert Waste Landfill. A disposal facility that accepts only inert waste such as soil and rock, fully cured asphalt paving, III-A-7 Agreement No. 7068 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. J, 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. 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 III-A-8 Agreement No. 7068 A. Identify reuse, salvage, and recycling facilities: Refer to the City's website for a list of local organizations and companies. hups ://wwwgj.sea aaide.orb/p-oveniiiien,t/d`et)�irtaiieiitsJpublie-works/tz�ash- rec cling 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. 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. C. 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. 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 III-A-9 Agreement No. 7068 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: htt s /+ ° w - else aundo.or ' q)ygeigni ,ent/dc 4LWient,U/ Liblic works/trash, recycling 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 htt : /www.lad iw p.r ad/laco�r a . III-A-10 Agreement No. 7068 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 rww.cahrec cic.ca. govdCa1MA . 3. 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: ^ ww,habitat.or �/ryes. 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 — III-A-11 Agreement No. 7068 5-0. WOR jC EDULE 5-1. General Scheduling Contractor shall be responsible for providing a workable construction schedule that incorporates the following conditions: The schedule for the work is subject to the approval of the Public Works Department. 2. All work on shall take place Monday through Friday between the hours of 7:00 am and 4:00 pm unless previously approved by the Public Works Director, City Engineer, or Project Engineer for any other day of the week. On major streets or arterials, weekday work hours shall occur between 9:00 am and 3:00 pm. 3. The Contractor shall coordinate all inspections and final sign -offs for permits and the project with Public Works Department and inspection staff as necessary. 4. Streets resurfaced earlier in the project shall be protected -in -place from damage from the resurfacing of other streets later in the project. This should be incorporated into the scheduling. 5-2. Slurry Seal Scheduling The Contractor shall be responsible for providing a workable schedule for slurry sealing the streets, and shall incorporate the following requirements: 1. Streets shall be slurry sealed on Monday through Friday. 2. Major streets shall be slurry sealed one-half of their width at a time, divided by the centerline. 3. Businesses open on the day of slurry seal shall be provided driveway access. 4. Slurry seal scheduling shall allow parking on adjacent streets. 5. Contractor shall consider and account for parking restrictions and adjacent streets when scheduling. 6. Scheduling of slurry seal application shall be such that residents and business customers/employees shall have access routes to parking on nearby streets, and parallel streets shall be slurry sealed every other street. 7. Contractor shall avoid construction conflicts on street sweeping and waste hauling days. 8. The Contractor must also coordinate with the US Post Office to ensure that residents and or business mail will be delivered without interruption. 9, Slurry quantities scheduled per day shall be limited to what can be placed between 7:00 am and 1:00 pm only, to allow enough time for the slurry to be cured before being opened to traffic. 10. Slurry seal patching for all slurry sealed streets shall be done within one week after those streets have been slurry sealed. 11. Contractor shall provide the slurry seal schedule and map for review and III-A-12 Agreement No. 7068 approval at least two weeks before slurry seal activities begin. 12. The contractor shall notify the City in writing of the proposed start date per the Notification section shown above. 13. Scheduling by the contractor and any sub -contractors shall be done to avoid traffic and parking conflicts. 14. Changes in scheduling shall be reported to City staff as soon as possible, and the Contractor shall inform the affected neighborhoods by distributing new written notices with the new schedule. 6-0. NOT USED 7-0. INSPECTION Section 4-1.3 on page II-B-9 of these Specifications is supplemented by the following additional requirements: 1. 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 or City Inspector is final and binding, and shall be precedent to any payment under the contract. 2. All work and materials are subject to inspection and approval of the Engineer or City Inspector. 3. Legible copies of material/weight certification shall be turned over to the City Inspector on a daily basis. 4. Inspection of the work shall not relieve the Contractor of the obligations to fulfill all conditions of the contract. 8-0. WORK AREA SAFETY All work shall conform to all applicable State, local, regional and Federal codes, ordinances, and regulations as prescribed by the City. 1. The Contractor shall conform to the rules and regulations pertaining to safety established by the California Division of Occupational Safety and Health of the Industrial Relations Department (CAL -OSHA). 2. The CONTRACTOR shall place and maintain signs, cones, barricades, security fences, and other safety devices as needed for the safety of and the general public, City personnel, and the Contractor. 9-0. USE OF PRIVATE PROPERTY AND PROTECTION OF EXISTING IMPROVEMENTS The use of any private property or utilities on private property by the Contractor is prohibited. The prohibited uses include, but not limited to Contractor's use of water, electricity or natural gas from the private property, and storage of material or III-A-13 Agreement No. 7068 equipment, and turning around/parking of his vehicles on private property. 1. Existing public and/or private improvements, adjacent property, utility and other facilities and trees and plants shall be protected from injury or damage. 2. Any damage to the facilities, public, or private property that takes place as a result of the contractor's work shall be repair or replaced to the City's satisfaction by the contractor at no cost to the City. 3. Access to driveways shall be maintained at all times for residents and businesses during non -working hours of 4:00 p.m. through 7:00 a.m. weekdays and 24-hours a day on weekends and holidays. 10-0. 5TORAGE OF MA"l I,.DIALS-ANI2 1"QLgRMM 1. No material or equipment shall be stored in public right-of-way. 2. The contractor shall be responsible for obtaining a site for storage of material and equipment. The site shall not be within or adjoining the residential areas of the City. Site shall be subject to approval by the City. 3. The sites for stockpiling and batching materials shall be clean and free from objectionable material. 4. The City does not have nor does it guarantee any designated property within the City for storage of materials. 5. If the Contractor finds a private property for storage of his materials, the Contractor shall furnish the City a letter of approval and a letter of release (at the end of the job and cleanup of the storage site) from the property owner for this purpose. 11-0. DISPOSAL OF REMQVALS There are no authorized dump facilities within the City of El Segundo. All removed material shall become the property of the Contractor and shall be legally disposed of by Contractor at the end of each work day away from the site of work. 12-0. PUB I WOI I S ENCl OACIIMEN"I PERMITS The Contractor will apply for a Public Works Encroachment Permit. The Contractor's work shall adhere to the City standards and applicable codes including the California Building Code, Plumbing Code, Electrical Code, and Mechanical Code. The Contractor shall call for inspection at least 24 hours in advance. All noted deficiencies on permits shall be corrected by contractor. The prcjcct will riot be accepted as complete until contractor obtains a final sign -off for all permits. III-A-14 Agreement No. 7068 13-0. CENTERLINE TIES AND BOUNDARY MARKERS The Contractor is to verify if there are existing centerline ties or boundary markers in the way of construction and submit such verification to City staff prior to demolition/removal. If they cannot be protected in place, Contractor's state -licensed surveyor is to re-establish them after construction and provide the City with the new centerline tie information at no additional cost to the City. Tie -Out and 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 documentation affected by the project prior to commencement of construction and require the land surveyor to file corner records with the engineer; and re-establish and such monuments or benchmarks damaged or destroyed during construction and file corner records with the City of El Segundo Public Works Department after replacement. 14-0. NPDES COMPLIANCE A. CONTRACTOR shall thoroughly clean dust and debris resulting from his operations to comply with the "Clean Water Act." Sweeping, wet vacuuming, and/or other approved measures of removing such debris shall be taken during the removal and construction operations. No dust or debris shall be deposited or discharged into the storm drain facilities. The CONTRACTOR shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing shall be laid in water, nor shall water be allowed to rise over them until the concrete or mortar has set at least eight (8) hours. Disposal of water shall be the sole responsibility of the CONTRACTOR. Disposal methods shall conform to the Porter -Cologne Water Quality Control Act of 1974, the Federal Water Pollution Control Act Amendments of 1972, and the California Administrative Code, Title 23, Chapter 3. CONTRACTOR shall not discharge or permit to be discharged to any street, channel, river, storm drain, or any appurtenances thereof, any non -rain water or other fluid substance from the project or from operations pertaining to the project site without first securing a valid National Pollutant Discharge Elimination System (NPDES) permit unless the discharge is specifically listed as exempt or conditionally exempt in the most current MS4 Permit issued by the Regional Water Quality Control Board, Los Angeles Region. III-A-15 Agreement No. 7068 CONTRACTOR shall implement all necessary Best Management Practices (BMPs) to ensure that any conditionally exempt discharge meets all current requirements of the Regional Water Quality Control Board and City 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. B. CONTRACTOR shall reduce the discharge of pollutants in storm water runoff to the maximum extent practicable by the effective implementation of appropriate BMPs. 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. The following are the minimum requirements: 1. Sediments from areas disturbed by construction shall be retained on site and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities, or adjacent properties via runoff, vehicle tracking, or wind. 2. Construction -related materials, wastes, spills, or residues shall be retained at the construction site to minimize transport from the work area to streets, drainage facilities or adjoining properties via vehicle tracking, runoff, or wind. 3. Non-stormwater runoff from equipment and vehicle washing shall be contained at project sites. 4. Erosion from slopes and channels shall be controlled by implementing an effective combination of BMPs, such as limiting grading scheduled during the wet season; inspecting graded areas during rain events; planting and maintenance of vegetation on slopes; and covering erosion susceptible slopes. C. The selection, submittal, and adherence to BMPs are the responsibility of the Contractor. The selected BMPs must be submitted to and approved by City prior to performing any operation under this contract which will disturb or expose soil, including, but not limited to: excavation, grading, demolition, clearing and grubbing, pavement removal, etc. D. Construction activity that results in soil disturbances of less than one acre is subject to the General Permit for Storm Water Discharges Associated with Construction Activity (General Permit) if the construction activity is part of a larger common plan, of development that encompasses one or more acres of'soil disturbance or if there is significant water quality irnpai.rnient resulting frorm the activity. If it is determined that the entire site consists of one acre or greater, the Contractor must file a Notice of Intent (NOI) with the State to comply with the terms of the General Permit, and must provide proof of a Waste Discharge Identification (WDID) Number to the City prior to the issuance of a grading permit. The preparation, submittal and adherence to all NOIs, Storm Water Pollution Prevention flans (SWPPPs), Wet Weather Erosion Control Plans (WWECPs), and Contractor Self -Inspection Forms are the responsibility of Contractor-. The City may restrict the continuation of work if it is determined that the Contractor III-A-16 Agreement No. 7068 has not met all the NPDES requirements. The cost of complying with these environmental requirements shall be considered included in the Contract bid price for other items of work unless the cost of compliance is listed as a separate bid item within the bid schedule. 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. 15-0. TREE & TREE ROOTS Tree stump definition: the remaining portion of the tree trunk after a tree trunk has been cut and the majority of the felled tree removed. Tree root definition: the portion of a tree that grows out of a tree trunk and can continue to grow above ground and/or underground, providing the tree with nourishment and support. Tree roots can be any length or diameter. After a tree has been cut down, tree roots continue to extend from the stump. At locations where tree roots are encountered within or adjacent to an excavation, 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. Asphalt pavement significantly damaged by tree roots shall be repaired prior to final paving. The Contractor shall coordinate with City staff for Recreation and Parks Department to assess, after asphalt or concrete surface removal, if tree root barrier installation or full tree removal is necessary. The Contractor shall be responsible for removing any remaining tree stump and roots in the parkway, or tree roots in the pavement, as applicable to the project. Any removal necessary for the construction of concrete or asphalt improvements shall be completed before the replacement of the concrete or asphalt. At locations where tree roots are encountered, the Contractor shall cut out tree roots to the full length and width of the new work a minimum of two (2) feet below finish grade. Where tree roots have damaged and uplifted the asphalt to be replaced per these specifications, the contractor shall sawcut beyond the damaged area by a minimum of 6 (six) inches in all applicable directions. Sawcuts shall be parallel or perpendicular to existing curb face. Contractor shall cut all interfering tree roots, and remove and repair the portions of damaged asphalt within the sawcut area. III-A-17 Agreement No. 7068 16-0. CURB DRAIN OUTLETS The Contractor shall reconstruct all curb drainage outlets that fall within the limits of their work. Cost of this work shall be included in the other items of work. 17-0 CITY MANTI LE COVERS, METER BOXES AND PULL BOXES The Contractor shall adjust City sewer and storm drain manholes, meter boxes and pull boxes (within the work limits) to match new grade. The cost of this work shall be included in the other items of work. 18-0. TRAI;PICCIE Traffic control, construction signage, and traffic maintenance shall comply with the provision 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. 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 shall notify residents and businesses of the proposed work 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. 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, III-A-18 Agreement No. 7068 IMPRACTICAL AND EXTREMELY DIFFICULT TO DETERMINE. FOR FAILURE TO MEET AND COMPLETE THE SCHEDULE AFTER POSTING, THE CONTRACTOR SHALL PAY TO THE CITY, OR HAVE WITHELD FROM MONIES DUE, THE SUM OF $200 AS LIQUIDATED DAMAGES FOR EACH DAY OF ADDITIONAL POSTING REQUIRED TO COMPLETE THE PROPOSED WORK. REPOSTING AND NOTIFICATION WILL BE REQUIRED FOR EACH MISSED DAY. SAID POSTING AND NOTIFICATION WILL BE AT THE CONTRACTOR'S EXPENSE. The CONTRACTOR shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Sub -section 7- 10 of the General Provisions. Should the CONTRACTOR appear to be neglectful or negligent in furnishing warning and protective devices, the City Engineer may direct attention to the existence of a hazard and the necessary warning and protective measures shall be furnished and installed immediately by the CONTRACTOR at his/her expense. Should the CITY point out the inadequacy of warning and protective measures, such action on the part of the CITY ENGINEER shall not relieve the CONTRACTOR from responsibility for public safety or abrogate his/her obligation to furnish and pay for these devices. If said devices will be placed or caused to be placed by the CITY ENGINEER, the cost of placing such devices shall be the sole responsibility of the CONTRACTOR and shall be paid for the rate of $50/hour for labor and vehicle use, $20/day per barricade and any other costs incurred by the CITY relative to traffic control. Said costs shall be deducted from the total contract price for the work. Construction Snae 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. Construction Staging rca 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 authorized area only. Use of"Private P'rgpg y The use of any private property by the CONTRACTOR is prohibited. The prohibited uses include, but 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. III-A-19 Agreement No. 7068 Cooperation with conch Trent constructions 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. CoordJL,aljon will, 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 complaint shall be resolved within two (2) working days from the date on which it was received. The CONTRACTOR shall adjust its schedule in order to allow affected Businesses to operate as regularly scheduled. 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 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 California Manual on Uniform Traffic Control Devices. A pilot car and driver will be required at various locations if control by flaggers proves deficient in the opinion of the ENGINEER. In no case shall the CONTRACTOR provide leas than one 1 lane of travel through the construction zone on all of the subject 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 III-A-20 Agreement No. 7068 buildings, the CONTRACTOR shall provide vehicular access to at least one (1) driveway. 19-0. TRASH PICKUP STI EE'I` SWEEPING AND MAIL DELIVERIES, The Contractor shall coordinate with the City waste hauler and the City street sweeper to avoid construction conflicts on days when trash will be collected or streets will be swept on the project streets. Waste hauling and street sweeping schedules can be found at the EDCO website: The contractor must also coordinate with the US Post Office to ensure that mail will be delivered without interruption. The notification to the US Post Office shall be submitted to the City for approval before the notice is sent out. 20-0. UTILITIES Potholing of existing utilities should take place one week prior to the start of the construction to allow adequate time for the necessary protection, removal and rearrangement of utilities by either the utility owner or the CONTRACTOR, as applicable. For work to be performed by a utility owner, the construction schedule shall allow for the time period required by the utility owner for such work. The CONTRACTOR shall notify the ENGINEER in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or rearrangement of utilities, and shall obtain the ENGINEER'S approval of such changes. No additional compensation will be allowed for modifications to trench shoring caused by utility service connections whether or not the utility services are shown on the Plans. 21-0. COMPLETION Upon completion of work at each site, the Contractor shall conduct careful inspection 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. 22-0. 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. III-A-21 Agreement No. 7068 - END OF SECTION - III-A-22 Agreement No. 7068 1-0. 1-1 1-2 SECTION IV — MEASUREMENT AND PAYMENT BASE BID ITEMS Proposed Bid prices shall be complete for each bid item. All bid items shall cover the costs for all mobilization, construction, and demobilization activities required for each item. Prior to construction, the Contractor shall verify all listed quantities and bring any discrepancies to the City's attention. The Contractor shall provide an itemized schedule of values for all lump sum bid items. Mobilization/Demobilization and Traffic Control_( asc Biel Itch l This item shall be billed on a percentage -completed basis of the lump sum price named in the Bid Schedule. The bid price shall constitute full compensation for furnishing all labor, equipment, tools, materials, and incidentals to complete the work. The scope of work included under Bid Item 1 shall include the items listed under Mobilization and Traffic Control described in these specifications. All traffic warning signs shall be illuminated or reflectorized when they are used during hours of darkness. All cones, pylons, barricades, or posts used in the diversion of traffic shall be provided with flashers or other satisfactory illumination if in place during hours of darkness. Uneven pavement surfaces shall be temporarily ramped per accepted standards until surfaces are brought to final grade. Base Bid Item 1 can be charged 100% entirely complete, all project areas have removed, and all traffic complete when project demobilization is been cleaned, all project debris has been 'I'wo-in h deep asphalt repairs Base Bid lten 2 This item shall be billed on a units -completed basis at the contract unit price per unit named in the Bid Schedule. Payment for this item shall include full compensation for 2-inch- deep street patching per Section V. The Contractor is advised to inspect the site to see where areas shall be removed and replaced. No additional compensation for asphalt repair will be allowed to the Contractor due to his failure to examine the number and size of the asphalt repair areas. No separate payment will be made for removal, base, asphalt, sawcutting, PG 64-10 tack coat, installation of C2 PG 64-10 hot mix asphalt, dust control, and other related items. No additional compensation shall be allowed for extra asphalt repair work unless previous authorization is received by the Contractor from the City Engineer. The Contractor shall sweep the roadway clean around the area before commencing any repair work. IV-A-1 Agreement No. 7068 1-1 rs. r1�1t f�& de th rerno�al and�lcer�c�at8sc 13d lean 'l This item shall be billed on a units -completed basis at the contract unit price per unit named in the Bid Schedule, which price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals needed for doing all work for full depth (12 inches deep) removal and replacement of existing asphalt, including sawcutting, asphalt removal, installation of base, PG 64-10 tack coat, installation of C2 PG 64-10 hot mix asphalt, dust control, and other related items. The Contractor is advised to inspect the site to see where areas shall be removed and replaced. 1-4. SlurrXSew Il p.licatio LILB4,Se laid ltern 4' This item shall be billed on a units -completed basis at the contract unit price per unit named in the Bid Schedule. Payment for this bid item shall include full compensation for street preparation per these specifications; furnishing emulsion with accelerator or retardant, and water; street sweeping; and all other slurry seal application activities. Applicable workdays shall be Monday through Friday from 7 am to 4 pm. Payment shall include cost of Contractor staff staying behind to open the streets after 4 pm if necessary. Payment shall also include the cost for mobilization activities including notifications, for sweeping of areas as necessary before and after slurry placement, and for checking, recording, and reporting the applied emulsion quantities to the City daily. Surfaces to be slurry sealed shown in Appendix D shall include all asphalt areas on the street and adjacent asphalt berm surfaces if applicable. 1-5. On slqrry seal sheets xraccl n al ove and restore stri i�avcirient markin And pave ment n�arkec°s (Base Bid ltena 51 This item shall be billed on a percentage -completed basis of the lump sum price named in the Bid Schedule. Payment for this item shall include full compensation for providing City staff with a schedule of values and a striping/marking/marker inventory prior to sandblasting or mechanical removal of those items before slurry seal occurs. The inventory shall include both the existing and missing locations of traffic pavement reflectors and fire hydrant blue pavement reflectors. Payment shall include compensation for furnishing all labor, equipment, tools, materials and incidentals needed to remove any conflicting striping and replace striping, markings, and pavement markers after slurry seal installation to approved standards and their original positions. Bid price and payment shall also include the cost of touching up any limit line, STOP marker, or other striping on unsurfaced streets at an intersection where one direction has been resurfaced. 1-6. Cold mill/ rind 2" cx�sti.n as halt concrete avcment Basc 13id ltcm 6" This item shall be billed on a units -completed basis at the contract unit price per unit named in the Bid Schedule, which price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals needed for doing all work for the removal of existing asphalt concrete, including coldplaning, dust IV-A-2 Agreement No. 7068 control, street sweeping, removal, and disposal of asphalt material. The unit price shall also include removal of vegetation as necessary at the curb line in order to accommodate milling and paving equipment. Vegetation removal shall be conducted using only sharp gardening tools such as hedge trimmers. 1-7. Overlay 2`" as ha6t concrete aven ent tease Dad Item . This item shall be billed for on a units -completed basis at the contract unit price per unit named in the Bid Schedule, for furnishing all labor, equipment, tools, materials and incidentals needed for installation of C2 PG-64-10 asphalt hot mix including tack coat. Included in the bid price are allowances for pavement replacement for items where it is incidental to. No extra compensation will be made should additional paving need to be done due to Contractor's operations. The contract unit price shall include full compensation for establishing proper flowlines, compaction, joining to existing pavement, and finishing activities. 1-8. Adjust sewer and storm drain manhole covers to final grade Base Bid lteni 8 This item shall be billed for on a units -completed basis at the contract unit price per unit named in the Bid Schedule, and shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals for adjustment of manhole covers. Note: contractor shall coordinate with other utility agencies for grade adjustment of any other manhole covers. 1-9. Procure water valve cover risers (Base Bid Item This item shall be billed for on a units -completed basis at the contract unit price per unit named in the Bid Schedule, which price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals for procuring valve cover risers. 1-10. Adl st water valve covers to final rade Base Bid Item 1.0 This item shall be billed for on a units -completed basis at the contract unit price per unit named in the Bid Schedule, which price shall constitute full compensation for furnishing all labor, equipment, tools, materials and incidentals for adjustment of valve covers. Note: contractor shall coordinate with other utility agencies for grade adjustment of any valve or vault covers other than water valve covers. 1-11. On overl4y streets remove pavement markers. and restore striping, markings and markers Base Bid lterl7Ll This item shall be billed on a percentage -completed basis of the lump sum price named in the Bid Schedule. Payment for this item shall include full compensation for providing City staff with a schedule of values and a striping/marking/marker inventory prior to coldmilling. The inventory shall account for both the existing and missing locations of required traffic pavement reflectors and fire hydrant blue pavement reflectors. IV-A-3 Agreement No. 7068 Payment shall include compensation for furnishing all labor, equipment, tools, materials and incidentals needed to remove any conflicting pavement markers prior to pavement grinder and to restore striping, markings, and pavement markers to their original positions and/or within current standards. Bid price and payment shall also include the cost of touching up any limit line, STOP marker, or other striping on unsurfaced streets at an intersection adjacent to a street that has been resurfaced. 1-12. Additional cost to u a f1rWds. ellow two-stri e-st ele crosswalks to become continental - style st le crosswalks thcno lastic 13ase Bid Item 1""m22 Payment for this item shall be made on a percentage -completed basis of the lump sum price named in the Bid Schedule. The bid price shall constitute full compensation for furnishing all labor, equipment, tools, materials, and incidentals to upgrade all yellow thermoplastic crosswalks in the northeast residential area from two -stripe crosswalks whose payment is covered by Base Bid Item 11, to yellow thermoplastic ladder/ladder-style crosswalks, even if the street they are located on has not been resurfaced. 2-0. ALTELRNATIYE BID ITEM, 2-1, dule AlI3idnent�Itcm11Ce 8-1-59 er a peridi. F_ cotstrction sclets and This item shall be billed on a a percentage -completed basis of the lump sum price named in the Bid Schedule. Bid price shall include full compensation for furnishing all mobilizations, labor,' equipment, tools, materials and incidentals needed to perform this work, as proposed and listed in Appendix F. 2-2. Construct Palm/Lorna Vista 6"-tl�i_ 'l€ asnhal't concrete AE over "-thick crushed aeucBate base r B_full depthyerrtent reconstruction slursy seal T e 1� . striping per ApS-gndix D layout Alt.13id Item 1 This item shall be billed on a a percentage -completed basis of the lump sum price named in the Bid Schedule. Bid price shall include full compensation for furnishing all mobilizations, labor, equipment, tools, materials and incidentals needed to perform this work, as proposed in Appendix D. 2-3. � lse � Ali ill�ion� tskr� epover ancr+�te f A�"' ` erns A 1 A 16 n r �. l3id It crushed � rc ate. �_ one alle -da closure vAlt; tic _ Each of these items shall be billed on a a percentage -completed basis of the lump sum price named in the Bid Schedule. Bid price shall include full compensation for furnishing all mobilizations, labor, equipment, tools, materials and incidentals needed to reconstruct the pavement in each alley. Bid price shall NOT include pavement reconstruction cost already covered by Alternative Bid Item 13, if that item is awarded. IV-A-4 Agreement No. 7068 2-3. Ally rehabilitation 4"-thicl AC over° 4"-tlic k CAIi is one dta _(Alt. Bid Items B 15, 1316 and B 171 Each of these items shall be billed on a a percentage -completed basis of the lump sum price named in the Bid Schedule. Bid price shall include full compensation for furnishing all mobilizations, labor, equipment, tools, materials and incidentals needed to reconstruct the pavement in each alley. Bid price shall NOT include pavement reconstruction cost already covered by Alternative Bid Item 13, if that item is awarded. 3-0. PAYMENT OF CHANGE ORDER ITEMS Payment of any change order item shall only occur if the item is added to the project scope through both a change order agreement and, if necessary, an amendment agreement. Contractor shall check with the City Inspector prior to proceeding with any potential change order work. A written Request for Information shall be provided to the City regarding potential change order work. Additional project work of exactly the same type and scope mentioned under the sections listed above shall apply the bid unit price used by the bidder. Costs for work not similar in type and scope to those listed in the sections above shall be agreed upon by the Contractor and City through a change order agreement. Backup documentation to support change order costs and calculations shall be submitted with each change order. Per Section II-3-4, the Contractor shall inform City inspector of any changed conditions. The City Inspector and the Contractor together shall then record the date the changed conditions were found, the nature of the changes, the measurements taken, the time period for any additional labor, and the number and labor classification of those laborers. This information may be required for determining costs. Any additional work similar in scope as described above and approved as project's change order shall be calculated at the Contractor's unit bid cost. Both agreements shall be completed by the Contractor and the City and the original purchase order updated prior to payments occurring for the change order items. 4-0. PROGRESS PAYMENTS Lump sum items shall be billed on a percentage completed basis. Unit -based items shall be billed on a units -completed basis. The City reserves the right to request a schedule of values to be submitted by the contractor for any or all bid items in order to determine payment for work completed. Five percent (5%) shall be deducted from each progress payment -and retained by City until punch lists are complete, the Notice of Completion has been recorded by the County, and all permits are signed off by the appropriate City representative. The remainder less the amount of all previous payments will be paid to the Contractor. IV-A-5 Agreement No. 7068 Payment of all, or any part, of an estimate in writing may be withheld on account of any of the following: Defective work not remedied; Third -party claims against Contractor or City arising from the acts or omissions of Contractor or subcontractors; Stop Notices; Failure of Contractor to make timely payments due to subcontractors for material or labor; Damage to the City or others for which Contractor is responsible; Failure of Contractor to provide backup documentation for estimates; Failure of Contractor to submit schedules or their updates as required by the Contract Documents; Liquidated damages assessed; Any other failure of Contractor to perform its obligations under the Contract Documents. IV-A-6 Agreement No. 7068 SECTION V — TECHNICAL SPECIFICATIONS 1-0. GRINDING AND OVERLAY ACTIVITIES 1-1. COLD MILLING Prior to cold milling, the Contractor shall provide City staff with a detailed schedule of values for Bid Item 9, an inventory of striping/marking/markers to be replaced, and an inventory of centerline ties and boundary/survey markers which will be replaced after paving. The striping/marking/marker inventory shall include both the existing and missing locations of traffic pavement reflectors and fire hydrant blue pavement reflectors. In accordance with Section 302-5.2, cold milling from gutter or pavement edge to a depth of 2 inches is required, only on the portions shown on the street to be cold milled. The final cut shall result in a uniform surface conforming to the typical cross section. It is the Contractor responsibility to remove all the thermoplastic pavement markings prior to the cold milling operation. Asphalt to be discarded shall be removed from the project site and properly disposed of the same day. The Contractor shall take care that areas shall be sufficiently watered down during demolition as well as construction for dust control. Spillage resulting from material hauling operations along or across any public traveled way shall be removed immediately by the Contractor at no expense to the City. After cold milling, the Contractor is required at all transverse joints, manholes, and all parallel or perpendicular asphalt areas of uneven elevations caused by the cold milling to immediately taper a minimum of three (3') feet from the edges with cold mix asphalt concrete until the areas can be permanently filled with hot mix. Temporary ramping, where required by the inspector or City staff for traffic control or other purposes, shall be considered included in the price bid for "Mobilization and Traffic Control", and no additional compensation will be allowed. Traffic control devices shall be used to mark the length of uneven surfaces at regular intervals until the areas are paved. Asphalt shall be installed the same week that cold milling occurs on the same street, unless there is a rain delay. The contractor shall ensure that a second asphalt company can provide the asphalt materials should there be any reason the primary supplier cannot deliver the materials. If the contractor cannot guarantee that asphalt paving will occur on a street within the required time frame, no cold milling will be allowed to take place on that street until it can be scheduled as described. City streets are not to be left unpaved for more than three working days. Contractor shall be required to provide documentation that the asphalt material collected from the grinding process is recycled and diverted from the landfill. This documentation may be in the form of weight slips from a known recycling facility or a verifiable letter from the end -user. Any documentation submitted must contain accurate quantities in either tons or cubic yards. Failure to provide such documentation may be grounds to withhold final payment. V-A-7 Agreement No. 7068 Contractor's attention is directed to the condition that if the presence of pavement fabric, petromat, rubberized material or steel reinforcement within the depth to be cold -milled is encountered, Contractor shall inform the inspector or City staff immediately. Pavement fabric, petromat, rubberized material, or steel reinforcement shall be completely removed and disposed of appropriately. At all locations where an overlay pavement is joining or overlaying existing asphalt pavement, the Contractor shall cold mill existing pavement to provide straight neat lines and feather the new pavement to form a smooth transition with the existing pavement. This condition is particularly required as locations where the project joins the existing pavement. The Contractor will also be required to match the existing pavement elevations. The final cap transition between the streets must be smooth and neat in appearance, including the radius points. The Contractor shall thoroughly inspect the work site in advance of the cold milling operations to minimize the risk of striking any metal roadway improvements such as sewer, communications, storm drain manhole covers, water and gas valve covers since these utilities were not marked on plans provided in these specifications. Care shall be exercised not to damage adjacent concrete curbs or gutters. Curb or gutter damaged due to cold milling work shall be replaced as approved by the inspector or City staff at the Contractor's expense. The contractor shall restore any existing area drainage when replacing curb. Residue from grinding shall not be permitted to flow or travel into gutters, onto adjacent street surfaces or parkways. All residues shall be completely removed by street and manual sweeping and properly disposed. No washing of residue into drainage structures will be allowed. All catch basins and curb inlets shall be covered, utilizing the best management practice (BMP) which most appropriately fits the situation, and as approved by the City Engineer. The Contractor shall also make every effort to control all dust created by his operations by utilizing the Best Management Practice approved by the State Water Resource Control Board. 1-2. ASPHALT CONCRETE OVERLAY Work to be performed under this item shall conform to Section 300 of the Standard Specifications and these Special Provisions. Asphalt concrete hot mix, C2-PG 64-10, shall conform to applicable Subsection 203 of the provisions of Section 200 of the Standard Specification and these Special Provisions. The viscosity grade of paving asphalt shall be PG 64-10. Tack coat shall be PG 64-10. This work shall consist of furnishing, spreading and compacting a minimum 2" thick asphalt concrete pavement surface course. This work shall also consists of applying paint binder (tack coat) to the existing pavement surface and vertical surfaces to be joined. Joining existing pavement shall be done to the satisfaction of the City Inspector. The Contractor shall confirm that street surfaces and hot mix asphalt are at optimal temperature prior to paving, to facilitate a successful product. V-A-8 Agreement No. 7068 The finished edge of the new pavement at gutter plate shall be no less than 1/4" and no greater than 3/8" above the existing gutter plate. Where new paving joins existing paving, Contractor shall grind down the existing surfaces twelve (12) inches back from the joint line so there will be sufficient depth to provide a minimum of one (1) inch of asphalt concrete. Join line shall be straight and edges vertical. Contractor shall be responsible for verification of grades prior to installation of asphalt hot mix paving. Contractor shall guarantee positive drainage in all areas. All areas which retain standing water will be corrected as directed and approved by the City at no expense to the City. All properly established sheet flow & flow line slopes and grades shall remain the same after paving as before unless an existing ponding problem is noticed and brought to the inspector or City staff s attention prior to cold milling. After paving has been installed and compacted, Contractor shall spray water over the entire paved area and correct any areas where water collects and does not drain away. The contractor will ensure that the asphalt is ready before allowing traffic through newly paved areas. Subsection 203-6 of the Standard Specifications is supplemented by the following: Asphalt concrete proposed for use on the project, when tested in accordance with Test Method California No. 360 (Method A), shall show a surface abrasion loss not exceeding 15 grams. Subsection 302-5.5, "Distribution and Spreading," of the Standard Specifications is supplemented and amended by the following: Spreading: With approval of the Engineer, the Contractor may be allowed to deposit the asphalt concrete material from bottom dump trucks into a uniformly sized window to pick up the material and convey it into the paving machine by an elevating device (CoCal, Clark Co., or equal). Such paving procedures will be limited to long straight runs. Turn pockets, side street intersections, etc., shall be paved by depositing asphalt concrete material from delivery trucks directly into the paving machine hopper. If approval for the bottom dump operations is given, the Contractor shall furnish a rubber tire skip loader for distribution of any misplaced material. Mechanical Spreading Machine: The spreading machine described in Paragraph 6 shall be a crawler equipped (track laying) type, self-propelled spreading machine except on steep grades or on areas of unstable subgrade. It must be 17 feet wide. A fully automatic screed will be required for this project. The fully automatic creed shall be a sled, 30 feet in length, on the side of the machine that will receive the next mat of material. A joint maker, ski, etc., placed on the side of the machine to ride on the existing or previously constructed surface or mat of asphalt concrete material may V-A-9 Agreement No. 7068 be required by the Engineer or his designee. Rolling operations shall comply with Section 302-5.6 If areas adjacent to speed bumps, dips, and cross gutters or any other asphalt surface are significantly changed after paving so as to impede or otherwise negatively affect driving or drainage conditions, those areas shall be corrected by the contractor at no additional cost to the City. Methods of correcting these areas shall be approved by the City Public Works Department prior to their implementation. Contractor shall provide the Public Works Department with a complete set of asphalt tickets for each day of paving. 1-3. MANHOLE, VAULT COVER, AND VALVE COVER ADJUSTMENT Contractor shall complete all City -owned manhole, vault cover, and valve cover frame and cover set adjustments to the new finished grades in accordance with Section 301-1.6 of the Standard Specifications. Buried manholes, vault covers, and valve covers shall be located with metal detectors prior to grinding, and the appropriate agencies informed by the Contractor's superintendent. The Contractor shall coordinate with all applicable utility companies prior to grinding and paving activities for the possibility of adjusting manhole, vault, and valve covers during paving activities. The remaining utility companies shall be notified of the Contractor's schedule by the Contractor's superintendent in order to allow for raising of their manhole covers, vault covers, and valve covers immediately after paving is completed. The Contractor shall coordinate with the West Basin Municipal Water District (WBMWD) regarding their utility adjustments, prior to beginning any work. Their contact is: Sergio Nunez — Operations Technician sergion@westbasin.org Office: 310-660-6261 Cell: 424-531-5578 1-3.1 Ad'ustin, dfCit Sewer aild Ston,, Drain Mailljoles to Grad e In areas where the existing pavement is to be capped with an asphalt overlay, and where the manhole structure meets the following criteria: The manholes are either flush with the existing pavement, or The manholes project less than two inches above the A.C. surface prior to capping. These manholes shall be paved over and later adjusted to grade as specified herein. Before replacing frames and covers, the Contractor shall clean the frames and covers of residual debris from new and old pavement or surface treatments. V-A-10 Agreement No. 7068 Asphalt concrete used for paving around manhole shall be Type C2-PG 64-10 (1 /2" sieve size) with 5.6 percent binder. The Contractor shall be responsible for furnishing, placing, and maintaining barricades or other traffic control as necessary to protect the public from any danger due to the work being done. 1-3.2 Adjustitig of County Sanitation District Manhole Covers to Grade When applicable that County Sanitation Districts (CSD) manhole covers must be adjusted to new grade because of re -grading and/or resurfacing over the manholes, the work will be done by CSD in conjunction with the Contractor responsible for the re- grading and/or resurfacing work pursuant to the following procedures: 1) The Contractor shall notify CSD's superintendent of Maintenance at (310) 638- 1161 a minimum of three (3) working days prior to the start of any work involving CSD manhole covers. 2) If grade over manhole cover is to be lowered: a. The Contractor shall furnish and deliver a temporary steel plate of adequate thickness and size approved by CSD for the manhole. b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover. c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole. d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade. e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole cover to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade. f. CSD will raise the manhole cover and set the frame and cover to final grade. g. The Contractor shall backfill and compact and complete the pavement around the manhole cover. 3) If grade over manhole cover is to be raised: a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade. b. Repeat steps e. through g. of Item 2 above except when grade is to be raised more than 2 feet. In such case, the Contractor shall excavate around the manhole to a depth and distance as determined by and required by CSD to remove and reconstruct the manhole shaft with the required taper. The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights, and installing temporary asphalt ramping as necessary to protect the public from danger due to the work being performed. V-A-11 Agreement No. 7068 1-3.3 AdiLlSting Of CitV Water Valve Covers to Grade This item shall specifically include adjusting of water valve covers to the grade after completion of the overlay or reconstruction, in accordance with Subsection 301-1.6 "Adjustments of the Manhole Frame and Cover Sets to Grade," and 302-5.8, "Manholes (and other Structures)," of the SSPWC, except as modified supplemented herein. • The term "Valve Cover" shall be interpreted as including the sleeve, frame and cover set for City water valves. • City -owned valve covers shall be adjusted to grade in a similar manner to manholes. • After the pavement has been completed, the necessary portions of the pavement and base shall be neatly removed, and the valve cover shall be adjusted to the new finished grade as specified in Subsection 302-5.8 of the SSPWC. 2-0. TYPE II SLURRY SEAL RESURFACING ACTIVITIES Prior to mechanical removal of street striping, the Contractor shall provide City staff with a detailed schedule of values for Bid Item 4, an inventory of striping/marking/markers to be replaced, and an inventory of centerline ties and boundary/survey markers which will be protected in place and uncovered after slurry sealing or replaced if missing. The striping/marking/marker inventory shall include both the existing and missing locations of traffic pavement reflectors and fire hydrant blue pavement reflectors. 2-1. GENERAL SCOPE OF SLURRY SEAL WORK The slurry seal work to be done for selected streets and alleys, includes but is not limited to: A. Surface preparation 1. Weed treatment, clearing, and grubbing 2. Crack sealing 3. Asphalt repairs 4. Removal of reflective markers and striping 5. Street surface cleaning 6. Protecting existing manhole and valve covers in place. B. Slurry sealing C. Temporary striping D. Slurry seal patching E. Permanent striping F. Street sweeping as necessary throughout and after slurry seal installation 2-2. MATERIALS Section 302-4 of the Standard Specifications 'is supplemented by the following: V-A-12 Agreement No. 7068 2-2.1. v1 1. es A. At least seven (7) working days before slurry seal placement commences, the Contractor shall submit to the Engineer for approval a laboratory report of tests and proposed mix design covering the specific materials to be used on the project. B. The slurry mix design shall be Type I-CQS-Ih. C. The laboratory report shall be signed by the laboratory that performed the tests and mix design. The report shall show the results of the tests on individual materials, comparing the test results to those required by the specifications. The report shall clearly show the proportions of aggregate, filler (as determined from the tests, minimum and maximum), water (minimum and maximum), asphalt solids content based on the dry weight of aggregate and set -control agent usage. Previous laboratory reports covering the same materials may be accepted provided they are made during the same calendar year. 2-2.2. Emulsified Ault; Emulsified asphalt shall be Cationic Quickset (CQS-Ih), Type I. 2-2.3. Aggregate Aggregate shall consist of sound, durable, crushed stone or crushed gravel approved mineral filler. The material shall be free from vegetable matter and other deleterious substances. Aggregates shall be 100% crushed material conforming to 200-1.1, 200- 1.2 and 203-5.3. 2-2.4. Water Water will be supplied to Contractor from fire hydrants as specified on Page II-A-1 of these specifications. The Contractor shall contact Water Division for rates for the following: i. 1 st meter set-up ii. 3" Temporary Meter Refundable Deposit iii. For each meter move iv. Readiness to Serve 3" 2-3. APPLICATION Section 302-4 of the Standard Specifications is supplemented by the following: 2-3.1 Preparation A. Traffic Control plans for all project areas, if awarded, must be submitted to the Engineer at least three weeks prior to starting construction. B. Changeable message boards shall be used in each direction of Main Street to warn V-A-13 Agreement No. 7068 traffic and residents at least two weeks before the slurry seal activities begin. The signs shall announce "Road Construction from [beginning date] to [ending date]" or a similar message. The Contractor shall notify the residents or businesses in an area scheduled for slurry seal. Notices shall be furnished by the contractor and shall be distributed at least a week in advance of the slurry seal beginning at that location. Notices to Residents regarding the slurry seal shall inform them of the possible effects of driving on the slurry seal and onto their properties before the slurry seal is dry. Notices shall not be put into mailboxes. Notices shall be attached to doorknobs or doors of properties and every resident and business shall each receive one (1) notice. For example, if a single property has multiple residential units, or businesses, each residential unit and business shall be served with the notice. Seventy-two (72) hours prior to work in an area, the contractor shall also post all streets with temporary "No Parking - Tow Away" signs at 75-foot staggered intervals. These signs shall also state the day of the week and hours of no parking. C. Immediately before the application of slurry seal, the pavement surfaces shall be cleaned by Contractor. The contractor shall mechanically remove all vegetation and any raised pavement markers within the area to be sealed at least seven days prior to the slurry sealing of streets. Chemical weed killer shall NOT be used. If the weeds are not removed two days before the street's scheduled slurry seal application, then mechanical removal of vegetation on the street shall occur again and the street rescheduled for slurry seal application on another day. D. Prior to application of slurry seal, cracks I/4" or wider on project streets shall be routed clean and free from all dirt, debris, and vegetation by mechanical means. All routed material, vegetation, and foreign debris shall be blown and/or removed from the cracks. All cracks shall be free from moisture. Cracks shall then be filled using Crafco materials or approved equal. The routed and cleaned cracks shall be filled with the specified sealant from the bottom up to the surface in such a manner that does not result in sealant bridging or entrapped air pockets. With larger cracks, settlement and temperature shrinkage may occur, and will be treated with a second application to bring the material up to the surface. Immediately after material installation, the material shall be squeegeed as level as possible. Poorly squeegeed material and crack filled material that separates from the crack shall be rejected. Because of the nature of the material, there may be a variance above or below the pavement level. A power sweeper shall be used on a daily basis if necessary to sweep up all excess material and debris created by the routing and blowing process. The Contractor shall prevent the crack seal materials from being deposited on all existing facilities and/or improvements and shall remove any splattering or spillage. Any damage to the uncured crack seal materials shall be the responsibility of the Contractor. The Contractor shall have a sufficient number of men on the job at all V-A-14 Agreement No. 7068 times to properly protect the freshly laid material and to correct any irregularities resulting from spillage, unsatisfactory materials, or any other inconsistency as the work progresses. All discrepancies encountered in the application of crack seal materials shall be immediately corrected to the satisfaction of the Engineer. E. A power sweeper shall be used multiple times on a daily basis to sweep up all excess material and debris created by the routing and blowing process. The Contractor shall prevent the crack seal materials from being deposited on all existing facilities and/or improvements and shall remove any splattering or spillage. F. Completely clean the street surface to be slurry sealed of all loose material, grease and oil spots, silt spots, vegetation and other objectionable material that would prevent the slurry seal from adhering to it. Should slurry seal fail to adhere to it, the area will have to be re -done or patched at no further cost to the City. G. All City manholes, utility covers and valve box covers within the area to be sealed shall first be protected by tar paper covers, or oiled and cleaned to the satisfaction of the City Inspector after final application of the slurry seal. All concrete surfaces to be joined by the slurry seal with exception of parallel curb and gutter shall be covered with tar paper or other City -approved material H. Raised SmartCovers on top of sewer manholes shall be adequately protected in place. Any damaged or missing SmartCovers shall be replaced with new SmartCovers at no additional cost to the City, and to the satisfaction of the City's Wastewater Division Representative. I. The sites for stock piling and batching materials shall be clean and free from objectionable material. Arrangements for these sites shall be the responsibility of the Contractor. No equipment or vehicles shall be left on City streets overnight. Best Management Practices shall be followed when stockpiling to ensure that no foreign material will enter the storm drain system as a result of construction. The Contractor shall mark the curb with chalk (not paint) adjacent to each water valve cover prior to slurry seal application. All utility manholes and valves must be temporarily covered. Immediately after slurry seal operations, the Contractor shall loosen and clean all City utility covers so that they are visible for access, and loosen and clean all valve box covers. K. Slurry seal areas under trees or otherwise shaded shall be confirmed by the Contractor to be drive -able before the area is opened to traffic. The area shall remain closed using traffic control devices until it is ready. Only the Contractor's personnel shall open any streets to the public after they have been paved or slurry sealed. These Contractor staff members shall be prepared to remain past the 4:00 pm end - of -construction time to remove any barricades when the streets are ready. 2-4. WEATHER LIMITATIONS V-A-15 Agreement No. 7068 The slurry seal mixture shall not be applied if there is a chance of rain before it can be cured properly. Street surfaces must be dry at least 3 days prior to slurry seal application. 2-5. SPREADING In restricted areas where hand spreading is necessary, the slurry mixture shall be poured into a small window along one edge of the surface to be covered. The mixture then shall be spread uniformly by a hand squeegee. 2-6. JOINTS A. In places where adjoining streets are not to be slurried, the beginning and end of slurry shall be straight -edged with 15 lb. asphalt felt at curb line of the adjoining streets to give a neat finished edge. B. No excessive build-up or unsightly appearance shall be permitted on longitudinal or transverse joints. 2-7. CORRECTIVE WORK Slurry sealed areas which have been improperly prepared, are not uniform in color, have been improperly sealed, or have tailed for any other reason prior to final acceptance shall be removed and redone at Contractor's expense to the satisfaction of the Engineer. Slurry seal deposited on other than asphalt concrete surfaces shall be cleaned to the satisfaction of the City. 2-8. WEIGHT TICKETS Weight tickets of the dry aggregate used shall be given to the Public Works Inspector daily. 3-0. STRIPING, PAVEMENT MARKINGS, REFLECTIVE MARKERS, LOOP DETECTORS 3-1. STRIPING, MARKINGS, AND REFLECTIVE PAVEMENT MARKERS On slurry seal streets existing striping and pavement markings should be sandblasted off or otherwise mechanically removed prior to slurry sealing. On overlay streets, grinding shall remove all existing striping and pavement markings on the asphalt. Striping on concrete gutters or spandrels shall be mechanically removed if they conflict with new striping. Raised reflective pavement markers shall be removed, their locations noted, and shall be replaced after slurry sealing or paving. Any damaged or missing markers shall be replaced with new matching markers at no additional cost to the City. Replacement permanent striping shall be thermoplastic. Any striping and pavement markers removed or damaged or to be re-striped/touched- up during construction shall be replaced in kind or better. The Contractor prior to start of work shall make an accurate inventory of existing lane striping, crosswalks, and pavement markings, including blue fire hydrant markers (existing and missing). V-A-16 Agreement No. 7068 Existing striping that does not fit MUTCD standards could be aerial survey or city boundary markers and shall be brought to the Inspector's attention prior to any removal. 3-1.1. Temp 1)rAU Stri in Contractor shall furnish and install traffic delineation and markings using paint "Cat Tracking", temporary marking tape, removable reflective tabs, or other approved media. Contractor shall place temporary striping after the base course of asphalt pavement or the slurry seal resurfacing 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. Temporary striping on grinded streets shall be placed on the same working day as existing stripes and legends are lost, including but not limited to bicycle lanes, stop bars, lane lines, parking tees, to match pre-existing markings. After overlay or slurry seal resurfacing, the Contractor shall place temporary dribble lines within 24 hours. The application of slurry tabs are required for all lane line and stop bar locations. There must be (one) slurry tab at each skip line and a minimum of (four) slurry tabs per each stop bar. The slurry tabs on the skip lines and stop bars must be white with no slurry seal/tack coat/asphalt on the tab. The Contractor shall install and maintain temporary lane lines using 4" tabs until permanent striping is installed. 3-1.2. PermanenLSirip i Contractor shall place permanent striping between seven (7) and fourteen (14) calendar days after resurfacing. Permanent striping shall be thermoplastic. At the preconstruction conference, the Contractor shall submit to the City an inventory of existing striping, pavement markings, and reflectorized and raised pavement markers in the project area. The Contractor shall replace all existing street striping, including centerlines, lane lines, left turn pockets, stop bars, legends, crosswalks, parking stall striping to match existing, unless otherwise stated in these specifications. Upon approval of the inventory, the Contractor shall reinstall striping, pavement markings, and reflectorized pavement markers in accordance with the approved plan. Any striping and pavement markers removed or damaged during construction shall be replaced in kind or better. Contractor shall use thermoplastic for the re -installation of all project striping and pavement markings. Application of Thermoplastic, Thermoplastic Pavement Markings, words, arrows, crosswalks and limit lines, shall be in accordance with Caltrans Standard Plan Nos. A24A through A24E, unless otherwise noted. All work and materials shall conform to the requirements of the Caltrans Standard Specifications, latest Edition, and the latest edition of the Caltrans Traffic Manual. The Contractor is required to complete permanent traffic striping within five (5) to fourteen (14) calendar days after final paving or slurry sealing has been completed. Reflective slurry tabs should be completely removed and properly discarded once striping has been installed. V-A-17 Agreement No. 7068 Markings, such as stop bars and legends, speed limit markings, and symbols that are partially covered or obliterated shall be brought to the City Inspector's attention prior to re -installation of new striping. Markings and striping on adjacent streets that may need to be touched up after paving; for example, crosswalks that are partially in the paving area, shall also be brought to the City Inspector's attention prior to striping in that area. 3-1.3. "oggl 4 tl Painted Str At intersections where limit line and STOP markings will be permanently re -striped in thermoplastic, any existing limit line and STOP markings on a non -resurfaced street, if applicable, shall be refreshed with white reflective paint. All intersection directions should have new striping or refreshed striping as a result. The exception will be Main Street striping beyond the newly -resurfaced areas, which will remain as is, unless otherwise requested by City staff. 3-2. LOOP DETECTOR REPLACEMENT After lane lines are temporarily established, traffic loop locations shall be marked. Loops shall be installed on the same day in which the loop slots are later cut. This shall include placement of the loop conductors and slot sealant. Detector loop locations shall be inventoried and documented by the contractor prior to paving, approved by the County of Los Angeles Department of Public Works, or designated representative, in the field at least a week prior to installation. 3-3. UPGRADE OF EXISTING YELLOW SCHOOL CROSSWALKS (Bid Item 12) Existing yellow school crosswalks are mainly of the two -parallel -stripes variety. Bid Item 12 seeks to create ladder -style crosswalks. The cost for Bid Item 12 will reflect only the additional cost to ,min sl]Qw th rrnopl isti per. endict�lar event spaced, stripe ybetween the two ga arallel stri es of each crosswalk. All striping will comp1 with Caltrans striprimstandards. 4-0. SURFACE RESTORATION The Contractor shall coordinate with the Street Maintenance Supervisor to resolve any areas where existing ponding occurs on street surfaces prior to slurry sealing or paving. Beto Moreno can be contacted at 310-524-2899. Permanent restoration of concrete or asphalt or earthwork surface improvement shall be completed to the approval of the Engineer no later than five (10) calendar days after completion of the work. Until completion, the project area shall be safely set apart and covered to current standards. Excavated areas shall be properly covered and marked for safety until they are backfilled or otherwise restored. 4-1. COMPACTION V-A-18 Agreement No. 7068 Any soil compaction testing and certification shall be certified by a Geotechnical Engineer and provided by the City inspection team. A relative compaction of ninety percent (95%) is required under all asphalt concrete pavement, concrete curb, stamped concrete and concrete slab. The Contractor shall bring in suitable fill to use if existing soil is inadequate to provide the 95% relative compaction. 4-2. SLOT PAVING AND ASPHALT PAVEMENT REPAIR Asphalt slot paving, at minimum three feet in width, shall occur in the asphalt portion of the street or alley adjacent to all newly installed concrete and shall properly direct storm flow to the storm drain system. Asphalt to be repaired shall be saw cut for removal, with sawcut boundaries either parallel or perpendicular to the curb face or property line. Where a series of cuts are made, regardless of the spacing between individual cuts, the series shall be treated as a continuous open trench and the pavement repair shall be continuous across all cuts. Unless otherwise stated for specific areas, full depth pavement repair shall consist of 6 inches of '/Z-inch-maximum State mix over a minimum 6-inch crushed aggregate base. C2 PG 64-10 asphalt and tack coat shall be used. New asphalt shall be feathered to meet existing asphalt, and shall also meet any applicable concrete at a reasonable height and slope to allow proper drainage. Base material for the reconstruction of the pavement shall be in accordance with Subsection 200-2.2 of the Standard Specifications. A tack coat of PG 64-10 paving asphalt shall be uniformly applied to the surface to be paved. The surface shall be free of water, foreign material, and dust when the tack coat is applied. All asphalt concrete pavement shall conform to Section 203-6 of the Standard Specifications and as shown on the plans. Paving shall occur after backfill with and compaction of appropriate materials has occurred to the approval of the City Public Works Inspector. Paving rollers shall be on the job site before any paving is started. The final height of the paving next to new gutter shall not be more than'/2-inch high. The Contractor shall be responsible for bringing to the City's attention any additional asphalt required for proper drainage prior to placement of new asphalt. If improper asphalt placement occurs, detrimentally affecting drainage, the contractor shall remove and replace the asphalt at no further cost to the City. Less than full -depth asphalt repairs shall consist of grind to depth specified, removals, backfill with crushed aggregate base and compaction as necessary, PG 64-10 tack coat, and PG 64-10 hot mix asphalt to the depth initially specified. Preparation of the areas for paving shall be as required by current standards and specifications. V-A-19 Agreement No. 7068 5-0. ALTERNATIVE BID ITEM 13: DRAINAGE IMPROVEMENTS IN THE ALLEY BOUNDED BY SHELDON ST., E. FRANKLIN AVE., PENN ST. AND E. EL SEGUNDO BLVD. 5-01. SCOPE AND, LOCATION OF WORK If awarded, the work under this bid item shall be performed entirely within the City of El Segundo, and consists of furnishing all labor, materials, equipment, and services, and performing all work necessary for the alley improvements and repairing/replacing existing public and private improvements in kind. The work includes the removal of asphalt concrete paving; the demolition of a concrete drainage inlet and grate; the construction of a new curb opening catch basin; the construction of a new grating catch basin; intercepting and connecting to an existing 15- inch storm drain pipe; constructing new 15-inch reinforced concrete pipe between new catch basins; relocating an 8-inch water main under the new drainage improvements; constructing new concrete curb; re -grading the alley subgrade to drain to the new catch basins; and constructing new asphalt concrete pavement over crushed aggregate base. 5-02. CONTRACTOR'S SUBMITTALS The Contractor shall submit to the City of El Segundo for review the shop drawing as specified below: • Job -Specific Safety Program • Declaration of Safety Requirements/Regulations • Construction schedule • Traffic Control Plans for vehicles and pedestrians • Storm Water Pollution Prevention Plan (SWPPP) • Concrete mix designs • Reinforcing steel • Reinforced Concrete Pipe • Drainage grates and frames • Water piping and fittings • Water main bedding and pipe zone material • Asphalt concrete mix design • Crushed aggregate base Shop drawing submittals shall include detailed design calculations, shop drawings, fabrication and installation drawings, catalog sheets, data sheets and similar items. The Engineer shall review the shop drawings and return them to the Contractor within 10 calendar days. Fabrication and/or purchase of an item may be commended only after the Engineer has reviewed the pertinent submittals and returned them to the Contractor marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." Corrections indicated on the submittals shall be considered as changes necessary to meet the requirements of the specifications and shall not be taken as the basis of claims for extra work. V-A-20 Agreement No. 7068 The Engineer's review of shop drawing submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimensions. The Contractor shall assume all responsibility and risk for any misfits due to any errors in Contractor submittals. The Contractor shall assume all responsibility for the dimensions and the design of adequate connections and details. Submittals for other products not identified above shall be required if their use is incorporated into the project work. 5-03, CONSTRUCTION MATERIALS METHODS. MEASUREMENT. AND PAYMENT Item numbers correspond to the Appendix F Bid Schedule item numbers. A copy of the schedule of values for Bid Item 13 shall be submitted to the City at the pre -construction meeting 13-1. MOBILIZATION AND DEMOBILIZATION See Section III-3-0 for bid item description. This item shall also include (a) public/resident notification as described in III-2-0 and (b) NPDES Compliance as described in Section III-14-0. Notification of affected businesses shall occur at least two weeks in advance. Measurement and P�iyment Payment for MOBILIZATION AND DEMOBILIZATION shall be at the lump sum price as shown in the Bid Schedule (50% for start-up, and 50% at the completion of the job). Such payment shall be considered full compensation for furnishing all labor, materials, tools, equipment, incidentals and appurtenances necessary for mobilization and demobilization. 13-2. TRAFFIC CONTROL PUBLIC SAFETY AND CO VENIENCI' See Section III-18-0 for bid item description. Traffic Control Plans are to consider all construction activities. Traffic Control Plans are to be sealed and signed by a licensed Traffic Engineer or Civil Engineer. Measurement and Pa inenk Payment for TRAFFIC CONTROL PUBLIC, SAFETY, AND CONVENIENCE shall be at the lump sum price as shown in the Bid Schedule. Such payment shall be considered full compensation for furnishing all labor, materials, tools, equipment, incidentals and appurtenances necessary to prepare and implement the traffic control. 13-3. CONSTRUCTION SURVEY AND STAKING This work includes all surveying and staking required to construct the improvements to the lines, elevations, and grades shown on the Plans. The Contractor shall hire and pay for a State of California licensed surveyor to perform all required surveying and staking on the project, including the preservation and perpetuation of existing survey V-A-21 Agreement No. 7068 monuments. Pam Payment for CONSTRUCTION SURVEY AND STAKING shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. 13-4. DEMOLITION AND REMOVALS This work includes Clearing and Grubbing and the sawcutting and removal of asphalt concrete pavement, drainage inlet, etc. as shown on the Plans in accordance with Section 300-1 of the SSPWC. All removed materials shall be legally disposed of by the Contractor. Payment Payment for DEMOLITION AND REMOVALS shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. 13-5. CONSTRucr CONCRETE C1.1RB Old CRu I-IL;D AGGREGATE BASE This work includes the construction of concrete curb where shown on the Plans. Curb shall be constructed in accordance with SPPWC 120-2. Crushed aggregate base shall be in accordance with SSPWC Section 200-2.2 and shall be placed in accordance with SSPWC Section 301-2. Concrete shall be Class 520-C-2500 in accordance with SSPWC Section 201-1 and shall be constructed in accordance with SSPWC Section 303-5. PUmen Payment for CONSTRUCT CONCRETE CURB ON CRUSHED AGGREGATE BASE shall be paid at price per lineal foot shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. 13-6, 13-7 ,'ONSTRUCT CATCH BAS1N This work includes the construction of concrete catch basins, either curb opening or alley longitudinal, with metal grates where shown on the Plans. Concrete shall be Class 560-C-3250 in accordance with SSPWC Section 201-1. Steel reinforcement shall be in accordance with SSPWC Section 201-2.2, Grade 40. V-A-22 Agreement No. 7068 Steel gratings shall be constructed in accordance with SSPWC Section 206-2. Curb Opening Catch Basin with Grating shall be constructed in accordance with SPPWC 302-4 and SSPWC 303-1. Grating Catch Basin — Alley (Longitudinal) shall be constructed in accordance with SPPWC 304-4 and SSPWC 303-1. Payment Payment for CONSTRUCT CATCH BASIN shall be paid at lump sum price as shown in the Bid Schedule. Such payment shall include full compensation for labor, materials, tools, equipment, and incidentals required for this work. 13-8. CONSTRUCT 1.5-INC11 REINFORCED CONCRETE PIPE This work includes trench excavation, pipe bedding, furnishing and installing the reinforced concrete pipe (RCP), mortaring the joints in the pipe segments, backfill, and temporary and permanent resurfacing of the trench. Pipe bedding shall be 3/4" maximum particle size and in accordance with LACDPW Standard Plan 3080-3, Case 3. RCP shall be in accordance with SSPWC 207-2 with the minimum D-Load strength as shown on the Plans and shall be placed in accordance with SSPWC 306-7.3. Native soil may be used for backfill of the trench. Payment Payment for CONSTRUCT 15-INCH REINFORCED CONCRETE PIPE shall be at the unit price per lineal foot as shown in the Bid Schedule. The price per lineal foot shall include full compensation for trench excavation; the preparation of the subgrade; pipe bedding; furnishing and placing and reinforced concrete pipe; backfilling; mortaring joints in the pipe; temporary resurfacing, repair work; inspection reports; and all other work, equipment and materials necessary as shown on the Plans and specified in these Special Provisions. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. 13-9. CONSTRUCT 4-INCH-TH[CI. ASPHALT CONCRETE OVER, 4-INCH- THICK CRUSHED AGGREGATE BASE This work includes the construction of asphalt concrete pavement over crushed aggregate base where shown on the Plans. This work also includes fine grading and compacting the subgrade to the grades shown on the Plans. Crushed aggregate base shall be in accordance with SSPWC Section 200-2.2 and shall be placed in accordance with SSPWC Section 301-2. Asphalt concrete shall be Type -III C2, 1/2" maximum, conforming to the provisions of V-A-23 Agreement No. 7068 Section 203-1 of the Standard Specifications. The viscosity grade of paving asphalt shall be PG 64-10 or as determined by the Engineer. Tack coat shall be SS-lh Type asphaltic emulsion conforming to Section 203-3 of the Standard Specifications. The new pavement finished grade after compaction shall be flush with adjacent asphalt concrete pavement. Construction shall conform to the applicable provisions of Section 302-5 of the Standard Specifications. Construction will not be allowed before the completion and approval of all pavement preparation work. Tack coat shall be applied conforming to the provisions of Section 302-5.4 of the Standard Specifications. Tack coat shall be applied to all vertical surfaces to be joined including asphalt concrete pavement, PCC improvements, and utility structures. Distribution, spreading and compacting of asphalt concrete shall conform to the provisions of Section 302-5 of the Standard Specifications. Payment Payment for CONSTRUCT 4-INCH THICK ASPHALT CONCRETE OVER 4-INCH THICK CRUSHED AGGREGATE BASE shall be measured and paid for at the contract unit price per square foot. The price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals; and for all work involved, tools, equipment and incidentals and for doing all of the work involved, complete in place as shown on the Plans and specified in these Special Provisions, and no additional compensation will be allowed therefor. 13-10. C"1T1UCT WaTER IIAI'N T1OP 11NDER 1EW CAT'Cl-1BAS11 This work includes the removal of interfering segment of an existing water main that is in conflict with the new storm drain improvements, constructing a new segment of water main at a lower elevation, and connecting the new lowered segment of water main to the existing water main. This work also includes coordinating a shutdown and isolation of the existing water main with the City's Water Division; dewatering the existing water main; pressure testing and disinfecting the new water main prior to connecting to the existing water main. Pipe and fittings shall be Class 350 ductile iron in accordance with SSPWC 209-1. Ductile iron pipe shall be cement -mortar lined and asphaltic coated. All joints shall be mechanically restrained. Pipe bedding and pipe zone shall be sand in accordance with City Standard Plan WT-7. Pipe shall be installed in accordance with City Standard Plan WT-7 and SSPWC Section 306-8.2. Payment V-A-24 Agreement No. 7068 Payment for CONSTRUCT WATER MAIN DROP UNDER NEW CATCH BASIN shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. 6-0. ALTERNATIVE BID ITEM 14: CONSTRUCT PALM/LOMA VISTA 6" AC OVER 6" CAB PAVEMENT RECONSTRUCTION, SLURRY SEAL TYPE II, AND STRIPING See Appendix D. Alternative Bid Item 14 seeks to reconstruct asphalt that has suffered water damage from a recent water main break in the W. Palm Ave./Loma Vista St. area. The contractor shall remove and reconstruct the asphalt in the areas shown in Appendix D. Should the Contractor, after excavation, notice areas adjacent to those shown also needing reconstruction, the Contractor shall inform the City Inspector prior to reconstructing the pavement in the immediate area. After reconstruction is complete, Type II slurry seal and replacement striping shall be installed as per these specifications. Advance notification of affected residents is required for all aspects of this construction. Payment Payment for CONSTRUCT PALM/LOMA VISTA 6" AC OVER 6" CAB PAVEMENT RECONSTRUCTION, SLURRY SEAL TYPE II, AND STRIPING shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. 7-0. ALTERNATIVE BID ITEMS A15-A17: Alley Rehabilitation 4" asphalt concrete (AC) over 4" crushed aggregate base (CAB) one alley at a time (5-day closure until completion, any open subgrade and base section plated overnight) If Alternative Bid Item 13 is awarded, the item shall be constructed prior to construction of Alternative Bid Item A15. Asphalt reconstruction in each of these alleys, if items A15, A16, or A17 are awarded, shall begin and be completed within a five-day period. Open areas of subgrade or base shall be plated overnight. Lighted barricades shall be used overnight to close alley sections not yet ready for public use. Prior to reconstruction work, the Contractor shall 1. Submit resident/business notification to the City for review and approval. 2. Submit a traffic control plan prepared by a licensed traffic engineer for each alley construction, for review and approval. 3. Inform Dig Alert to have underground utility locations marked. 4. Notify affected residents and businesses adjacent to and within one block of the V-A-25 Agreement No. 7068 alley of the work to occur, at least two weeks in advance with written notification. 5. Post No Parking signs where needed, at least 72 hours in advance as per these specifications. 6. Mechanically remove any tree or vegetation roots, if applicable, under the asphalt area down to two feet below grade. 7. Protect in place any underground utility mains, conduits, or service laterals encountered. 8. Ramp the edges of any steel plates used with asphalt prior to leaving the construction area. 9. Backfill and compact the area to 95%. 10. Pave using PG 64-10 hot mix asphalt and tack coat. 11. Adjust any sewer manholes, storm drain manholes, and water utility covers in the alley to grade after paving is complete. Notify affected businesses in advance of the adjustment schedules. 12. Ensure that the new drainage improvement completed for Alternative Bid Item 13 has not been detrimentally affected Pa ent Payment for BID ITEMS A15-A17: ALLEY REHABILITATION 4" ASPHALT CONCRETE (AC) OVER 4" CRUSHED AGGREGATE BASE (CAB) ONE ALLEY AT A TIME (5-DAY CLOSURE UNTIL COMPLETION, ANY OPEN SUBGRADE AND BASE SECTION PLATED OVERNIGHT) shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. Payment for Alternative A15 shall NOT include pavement reconstruction cost already covered by Alternative Bid Item 13, if that item is awarded. 8-0. ALTERNATIVE BID ITEMS B15-1317: Alley Rehabilitation 4" asphalt concrete over 4" crushed aggregate base such that an entire alley reconstruction is completed in one day to minimize the impact to business access If Alternative Bid Item 13 is awarded, the item shall be constructed prior to construction of Alternative Bid Item B15. Asphalt reconstruction in each of these alleys, if items B 15, B 16, or B 17 are awarded, shall begin and be completed in one workday. Prior to reconstruction work, the Contractor shall 1. Submit resident/business notification to the City for review and approval. 2. Submit a traffic control plan prepared by a licensed traffic engineer for each alley construction, for review and approval. 3. Inform Dig Alert to have underground utility locations marked. 4. Notify affected residents and businesses adjacent to and within one block of the alley of the work to occur, at least two weeks in advance with written notification. 5. Post No Parking signs where needed, at least 72 hours in advance as per these V-A-26 Agreement No. 7068 specifications. 6. Mechanically remove any tree or vegetation roots, if applicable, under the asphalt area down to two feet below grade. 7. Protect in place any underground utility mains, conduits, or service laterals encountered. 8. Backfill and compact the area to 95%. 9. Pave using PG 64-10 hot mix asphalt and tack coat. 10. Adjust any sewer manholes, storm drain manholes, and water utility covers in the alley to grade after paving is complete. Notify affected businesses in advance of the adjustment schedules. 11. Ensure that the new drainage improvement completed for Alternative Bid Item 13 has not been detrimentally affected Payment Payment for BID ITEMS 1315-B17: ALLEY REHABILITATION 4" ASPHALT CONCRETE OVER 4" CRUSHED AGGREGATE BASE SUCH THAT AN ENTIRE ALLEY RECONSTRUCTION IS COMPLETED IN ONE DAY TO MINIMIZE THE IMPACT TO BUSINESS ACCESS shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. Payment for Alternative B 15 shall NOT include pavement reconstruction cost already covered by Alternative Bid Item 13, if that item is awarded - END OF SECTION - V-A-27 Agreement No. 7068 V-A-1 Agreement No. 7068 APPENDICES A. CITY MAP B. TYPICAL NO PARKING SIGN - EL SEGUNDO STANDARD ST-18 C. CONSTRUCTION AND DEMOLITION RECYCLING FORMS (INCLUDED AS PART OF SECTION III, SPECIAL PROVISIONS) D. PAVEMENT REHABILITATION LOCATIONS E. CENTERLINE TIE INFORMATION F. DRAINAGE IMPROVEMENT PLANS FOR ALLEY BOUNDED BY SHELDON ST., E. FRANKLIN AVE., PENN ST., AND E. EL SEGUNDO BLVD. G. EL SEGUNDO WATER DIVISION MATERIALS AND STANDARDS Agreement No. 7068 FOR ilwmg�W Agreement No. 7068 Agreement No. 7068 12 "� o t I J Q W M F— w AM w H N F.. W J (DAY) L p^ l DAT"E. I TIME ■ TOW AWAa ... ...... . ... COLOR LEGEND )(e SIGN SHALL BE LIGHT REFLECTIVE AND BE RED MADE OF WATER RESISTANT STIFF CARDBOARD WHITE OR OTHER STIFF DURABLE MATERIAL. DESIGN BY: P.B. CITY OF EL SEGUNDO, CALIFORNIA APPROVED BY: ENGINEERING DIVISIONS II -I-Bq DATE: 11 7 89 City Engineer: R.E. C8 0 9 Data DRAWN BY: Y.B. TYPICAL STANDARD DRAWING O DATE:11.13. 89 TEMPORARY NO PARKING SIGNST-18 Agreement No. 7068 Agreement No. 7068 PW INSTRUCTIONS City of El Segundo Public Works Department (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: Complete Forms PW'-A and PW-B 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. Option 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). Oot/on : If you will be handling all waste management activities (through direct hauling or use of own bins), complete Form PW-131. 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-61. Stop 2. Submit Forms to Public Works Forms PW-A and PW-B (or PW-131) must be submitted to your Public Works Project Manager and approved prior to commencing work. Ste 3: Complete 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. For your convenience, there are electronic versions of the forms that will automatically calculate waste generation, disposal, and diversion based on the data entered. Rev.12/4/2020 Agreement No. 7068 FORM PW-A Project Name: Contractor Name: City of El Segundo Date: Public Works Department PW Project Manager (310) 524-2300 PW Pro ject Name: FORM PW-A - PROJECT INFORMATION Submit this form to the Public Works Department prior to commencing your project for all municipal pr2jects suWect to com liance or ro sots on puoiic property, Project Address / Location; Mailing Address: City / State / Zip: Ofc Phone No.: Cell No: Email: Project Type: Mark appropriate box in each column with an "X": Road (construction, overlay, repair) Facility Improvement (renovation, alteration, or addition) MooUSE FORMS PROVIDED BY EL SEGUNDO COMMUNITY DEVELOPMENT DEPT ElLand Clearing (trail, grading, etc.) El Other Estimated Project Start Date: Estimated Project End Date: Request for Exemption: El (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 -ApDrovall Status ElApproved ElFurther Explanation Needed Reviewed By Date Denied Exempt Due to Infeasibility Rev. 12/4/2020 2 Agreement No. 7068 FORM PW-B City of Ell Segundo Date: Public Works Department PW Project Manager: *wty++ a (310) 524-2300 PW Project Name: FORM PW-B - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS This Loan must be com feted' and 22260.ved or a demolition/ buiLdLnO 20tmif will not be slued. Instead of completing a detailed accounting of the types and quantities of C&D debris that will be generated from this project (FORM PW-B1), you have the option to select one of El Segundo's authorized waste haulers. These haulers can handle your project's 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: 6�0.tp dd,rwvc.elseg nirJ¢� r d r rrzrr� urttfo rdrrr t ft Nine ww rksAr:sPr-n cv lurrg 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 5 business days odor to finai ins ectlon. Print Name Signature Date Rev. 12/4/2020 Agreement No. 7068 FROM PW-Bl City of El Segundo Date: Public Works Department PW Project Manager: (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] ,Thisform must be com Ieted and a rowed or a demolition 6'bulldln etrmit 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 faclities that will be used for the project,.. List of materials to be generated from the project: ex. TONS Reused/Salvaged/Donated Ex.: Habitat for Humanity, Thirft Stores, regrind onsite, reuse fixtures, reuse dirticoncrete/asphalt Recycled A facility that accepts 100% recyclable materials to be fumed into other products. Delivered to Mixed C&D Recycling Facilties that recover some materials for recycling D is posed/La ndfi IIed/Transformed Transfer station, landfill, or SERRF Generated (total of above) etc. CUBIC YARDS Facilities to be Used 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 fj business pia s fi v to f r ai unpeotaofu. Name Signature Date Rev.12/4/2020 3_A Agreement No. 7068 Form PW-D Project Name: Contractor Name: Project Number: City of El Segundo Public Works Department (310)524-2300 Form PW-D - Exemption 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. PW4P OFFICE USE ONLY Exemption Approved: Yes No Reviewed by: Date: Rev. 12/4/2020 Agreement No. 7068 Form PW-C Project Name: Contractor Name: Project Number: City of El Segundo Public Works Department (310)524-2300 Form PW-C - Post Pro "ect Summa Project Address: Project Manager: 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. SUR If you used y d one of the se ��ti �jt ��City's authorized haulers or facilities, complete this section, then skip to the SI%NAT RE section below. I used to meet the recycling requirements. Weight tickets are attached. (List haulers and/or facilities that were used) 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 l 2 TONS DELIVERED TONS DIVERTED TONS DISPOSED DIVERSION RATE 3 4 Other (reused on site) TOTALS } tW s Please enter disposal and diversion totals dar each item below, according to letter. Totals reported must match those listed in Sedtlorp l: TOTAL GENERATED (A) TOTAL DIVERTED (B) TOTAL DISPOSED (C) OVERALL PROJECT DIVERSION RATE'0.00% (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 Diversion Requirement Met: Reviewed and Approved by: Yes = No Signature Exemption: =Yes = No Date: Rev. 12/4/2020 Agreement No. 7068 Aqreement No. 7068 17� C c tt VO L rn a2 0 z a ' ... < u m a.. � W u . VOW � o �i f IS rd I, ,,...S �$St/t BlkfO� 9LI,g -H6" LL, 0. s 4 - b ` � iL ca (B +. 0) ua w� � � w k4 w IS eeuaop 0 In — — j E 4— > (ucu U — N ca � rn d — E ,r Ocu Ln a N w o N 3 w uaLuuuni s�� a � �xAo� f6 IS.9a4ua' /�\ W li Cllwul O ; Q av rn. 4 (9 <= 1 iR�lEe4rd :II J .Wua �ti BAYI� re4 �.. z N Q c Cc LL c "` 'fS u a �5�1! 'WwIP' e Wlidi3IX' �'MiWV i. w O�gll'q'„.,,. � lµ� .. LL �� r 6564i tin6tl ,® @ U ti "W WphdlWq'�7l�WdXPWR'f,'IW'MIMI tr WWMVdYM ➢ M �'SdRi i�SMIWVI�UIW'B�WItliW�flff101VIdIIIIIIMgN'� _ u—d O LU IIIII�IIII WIIIIIIIIIlMwm!m w Q V 3S eua[S 0 O :S —pl—s z Q wuiwlWillrv�ry 3S ceuad _ -0 LLJ �� (6 .. w (N6 Cn 7 J O O 0 w w -V °t w O C O LLI u� .S 0 ✓n _ Y W VS q fv LLN�4a� T � ai ui W to � �I �.............. 0 v :,. Agreement No. 7068 LIST 1: NORTHEAST QUADRANT PROJECT STREETS PW 24-08: FY 2024-25 PAVEMENT REHABILITATION PROJECT 24rich-601i4- Average No. , and -Overlay Sweet Name 1 Front, To PCI 1 Bungalow Dr_ E. Walnut Ave_ E. Maple Ave. 58 2 Bungalow Dr_ E. Maple Ave. E. Palm Ave. 52 3 Bungalow Dr_ E. Palm Ave_ E. Mariposa Ave. 52 4 E. Imperial Ave. Sheldon St. McCarthy Ct. edge of new AC 62 5 Maryland St. End E. Walnut Ave. 71 6 Maryland St. E. Walnut Ave. E. Maple Ave, 73 7 Maryland St_ E. Maple Ave. E. Palm Ave_ 59 8 McCarthy Ct. E. Imperial Ave. E. Walnut Ave. 56 9 E. Oak Ave. Center St. Washington St. 80 10 E_ Palm Ave_ Washington St_ Pacific Coast Hwy. 63 11 Penn St. E. Maple Ave. E. Mariposa Ave. 55 12 Sierra St. E. Maple Ave. E. Mariposa Ave. 57 13 E. Walnut Ave. Washington St. Pacific Coast Hwy, 47 14 Washington St. E. Maple Ave. E. Mariposa Ave. 75 15 Washington St. E. Walnut Ave. E. Maple Ave. 90 Type-Il-Slurry=Seal Street Average No. Name From To P,CI 1 Alley B-47 to 48 McCarthy Ct. Center St. N/A 2 Alley A-23 East of California St. Alley B-476 NIA 3 Alley A-24 Center St. California St. N/A 4 Alley B-476 South of Imperial Ave. Alley A-23 N/A 5 Alley B-132 Sheldon St. East end N/A 6 E. Acacia Ave. Lomita St. Center St. 66 7 E. Acacia Ave. I California St. End 70 8 California St, E. Sycamore Ave_ End 78 9 California St. E. Palm Ave. E. Oak Ave. 78 10 Center St. E. Oak Ave,. E. Imperial Ave. 84 11 Illinois Ct. End E. Mariposa Ave. 95 12 E. Imperial Ave. California St. East end 84 13 Irene Ct. Penn St. End 67 14 Lomita St. E. Acacia Ave. E. Maple Ave. 75 15 Lomita St. E. Maple Ave. E. Mariposa Ave. 69 16 Maryland St. E. Palm Ave. E. Mariposa Ave. 59 17 E. Oak Ave. Sheldon St. Penn St. 84 18 E. Palm Ave. Sheldon St. Center St. 73 19 McCarthy Ct. E. Walnut Ave. Lomita St. 76 20 Penn St. E. Walnut Ave. E. Maple Ave. 68 21 E. Sycamore Ave. Sheldon St. Penn St. 69 22 E. Sycamore Ave. Center St. California St. 83 23 E. Sycamore Ave. Washington St. Pacific Coast Hwy, 93 24 1000 Block E. Walnut Ave, End E. Walnut Ave. 58 25 E. Walnut Ave. Sheldon St. McCarthy Ct. 64 26 E. Walnut Ave. Maryland St. Center St. 61 27 E. Walnut Ave, California St. Washington St. 60 Agreement No. 7068 LIST 2: NORTHWEST QUADRANT PROJECT STREETS PW 24-08: FY 2024-25 PAVEMENT REHABILITATION PROJECT No. Type -II -Slurry -Seal Street Name From To 1 E. Palm Ave. 43' west of BCR 1 BCR 3, east of Loma Vista 2 Loma Vista St. 30' north of BCR 2 BCR 4, south of W. Palm Ave Please note: HMA" = Hot Mix Asphalt, PG 64-10with tack coat PG 64-10 CMB"' = Crushed Miscellaneous Base BCR"` = Beginning Curb Return Loma Vista St./W. Palm Ave. Intersection 1 r . .. �.._, �I 0rro n i mm BCR 1 C� Loma Vista St. BCR 2 _ w" r �W r a LEGEND --- ---- Limits of asphalt reconstruction. Minimum 6' AC over 6" CMB Limits of slurry seal resurfacing BCR Beginning Curb Return . I — , . BCR 3 - E No Scale mm BCR 1 C� Loma Vista St. BCR 2 _ w" r �W r a LEGEND --- ---- Limits of asphalt reconstruction. Minimum 6' AC over 6" CMB Limits of slurry seal resurfacing BCR Beginning Curb Return . I — , . BCR 3 - E No Scale Agreement No. 7068 LIST 3: SMOKY HOLLOW PROJECT STREETS PW 24-08: FY 2024-25 PAVEMENT REHABILITATION PROJECT - nc - -over- = nc - No. I CMB** Asphalt Reconstruction From To 1 Alley B-159 E. Franklin Ave. E. El Segundo Blvd, 2 Alley B-161 E_ Franklin Ave. E. El Segundo Blvd, 3 Alley B-151 E. Franklin Ave. E. El Segundo Blvd, Smoky Hollow Alleys i Please note: HMA' = Hot Mix Asphalt, PG 64-10with tack coat PG 64-10 CMB** = Crushed Miscellaneous Base LEGEND 40 Drainage improvement construction MIEN Asphalt reconstruction, 4" hot mix asphalt over 6" crushed miscellaneous base Agreement No. 7068 Bid Item 5 Schedule of Values for Submittal After Project Award Bid Item 5 For slurry seal streets, mechanically remove and restore street striping, markings, and reflective pavement markers. All striping shall be thermoplastic. ITEM NO. ITEM QTY UNIT UNIT PRICE ($) TOTAL ($) Mechanically remove existing 5-1 striping, pavement markings, 1 and pavement markers prior to LS slurry seal Re -stripe basic yellow 5-2 crosswalk on slurry seal streets EA and around schools, even if streets not resurfaced 5-3 Re -stripe basic white crosswalk 3 EA 5-4 Re -stripe STOP marking and 46 EA limit line 5-5 Re -stripe double -yellow lane 1,044 LF line 5-6 Re -stripe white lane line 118 LF 5-7 Replace reflective pavement 1 LS markers 5 8 Replace reflective blue fire 1 hydrant markers LS Bid Item 5 Total Agreement No. 7068 Bid Item 11 Schedule of Values for Submittal After Project Award Bid Item 11 For overlay streets, remove and replace all striping, markings, and reflective pavement markers. All striping shall be thermoplastic. ITEM ITEM QTY UNIT UNIT PRICE ($) TOTAL ($) NO. 11-1 Re -stripe basic yellow 7 EA crosswalk 11-2 Re -stripe basic white crosswalk 8 EA 11-3 Re -stripe STOP marking and 41 EA limit line 11-4 Re -stripe double -yellow lane 11179 LF line 11-5 Re -stripe white lane line 100 LF 11-6 Re -stripe left arrow 2 EA 11-7 Re -stripe STOP AHEAD 1 EA marking 11-8 Re -stripe PED XING marking 2 EA Re -stripe combined straight- 11-9 ahead -arrow and right -arrow 2 EA marking 11-10 Replace reflective pavement 1 LS markers 11-11 Replace reflective blue fire 1 _L LS hydrant markers Bid Item 11 Total Agreement No. 7068 Agreement No. 7068 Agreement No. 7068 FOUND SPIKE, NO TAG NO TIN PER TR-15692 MAP BOOK'; 418 PAGES 45 THROUGH 48, DOWN 0.3', LEFT AS FOUND SET LEAD, TACK, & TAG STAMPED IS 9106 TIE" FLUSH IN TOP OF CURB. FOUND CHISELED "X' IN TOP OF CURB PER EL SEGUNDO CITY FIELD BOOK" 8-19. 4 FOUND SPIKE IN TOP OF CURB PER EL SEGUNDO CITY FIELD BOOK" B-19. CURB CURB IMPERIAL AVENUE N89 58'50. W 934.29' TO SHELDON STREET j \ X a V U 3 PAI SCALE 1 "=20' `e CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION CENTERLINE TIES DATE: 8/6/201'9 SCALE: 1 "=20' PREPARED BY: CHARLES J. MOORE L.S. 9106 SHEET NO: Agreement No. 7068 U / \ �zs / \ Q J \ U / \ / \ / WALNUT AVENUE \ / N8959'21"W 163.99, \ / 17.16' R&M �- TO FAIRING PLACE SCALE: 1 "=10' 12 IN TERSEC7TON OF WALNUT AVENUE AND MCCARTHY COURT, FALLS ON SEWER MANHOLE COVER, PER TR-71582 MAP BOOK, 1398 PAGES 82 THROUGH 85. SET LEAD, TACK, & TAG STAMPED IS 9106 71E" FLUSH IN TOP OF CURB. FOUND LEAD & TACK FLUSH IN TOP OF CURB AT q PRODUCTION PER COUNTY SURVEYOR FIELD BOOK 2008166 AND EL SEGUNDO CITY FIELD BOOK 0-19. CITY OF EL SEGUNDO DATE: 8/6/2019 SHEET NO: SCALE : 1 "=1 d' PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PREPARED BY: D-♦ n CHARLES J. MOORE 17 CENTERLINE TIES L.S.9106 Agreement No. 70 A, ,weement No. 7068 a _ M SURV j d Y SURVEY 8 Y . �'� ., _ TRA T`NO 1 N a a y yy �r C l. VINCHELL lu 0,50 ._ . .�.�....� ��. a a.�...�.�. �e 774 _�....... " N .,^ -�,,o . 09 , V� 9 nm p P d it o� _� �_. r � u G, W� y p m.m w.. p �. _ . ti �,.�.. , ,_ y� It 77 ..---°�- ,ram•.._ 7 "" �M.,",",.�'+ .rO t i e .,� .. r .... ._ d _�,: L 1� 0 71 r 1 1— tar) na Agreement No. 7068 ZZt`FC a](Z.i►.f 1ftiJ"M4 8T � pATB �'"lQ ��....�,.. IMosx . L08 ANOtLl8 _ �+ FLOOD OON � IJ 7JIOL i It eA o [ f r RW C... rr. r n. 4 - - /1�•X. "� V c ..a. ° 9 ji _A C M OIL m n �._ ' I i h A 4,9 Ace `R'. L. .. ' r d P C d a� k h �m Ap, r !- B Jr yy t •'gd 11 ^ y v • Cjb 3-64 PROJECT l$_1 II SURVEY My DATZ — —y DATE REVIS (0 IP -J. 'Ave T'r ....... . .. T 7� 5 r < 4 fD CO 60, I-t')A R4 X .. . ........ ...... /o Z, VX Coto To CoP10 IDt4rNNee,, Co- MAP, 0 7 k'5/4 I QA Ae A 4, 4e zzec 4 14 WC- eA� 'r-4 40 . . . . . . . . . . . . . . . . . . . . . . . 7 Cap. 4— PA oll oI*. — — — — — — U4 Sire- IC4 f lei Agreement No. 70681 spiolIx F Q. 3 0,17 13 LOB ANGELES COUNTY FLOOD 'CONTROL DISTRIC-T cEiv --, _ Agreement No. 706§ CHKD. BY -------- DATE_. SUBJECTt ° _ SHEET NO. -------• ------------- / C...................... JOB NO.----------------------- .__----_...._-__..----------------------------------------- .......� ..._��. .� � ------------------- ---- --------------------------- ..,w A VE a e „� Agreement No. 7068 V-7-7 ZVI 7—. r d. J7,01 E M 6 1 25670 a HAWTHORNE AVIE. 7 0 FT R All r. E, G A L I F. , IJOB NO. / 4 7 -,, SHEET OF Agreement No. 7068 2 007 I Agreement ° ` 7, J..7 13 PROJECT $ ., !�X'i 'I ",. ., .t X'" M.J . '_N.+",�;tl'/e'T"";� �"" `. INDEX °�.. SURVEY By DATE DATE a . � ,r.'k�..., LOS ANGELES COUNTY DATE " '. FLOOD CONTROL DISTRICT REVIEWED BY i"el'c� U try 1 4 o� I o 6 i"e i w , fl tQb•�i �+ i,� p� L I , ,Aar, i. ,. NOTE:!<vR ReFERENL P� p -• TO Ca plev de EVISOt4 lC AX7 . - � _ �L » � e-1 e. I p b , r N � I Ace Sras. �(/0ezX, g r � h'-ofo .° ! d 3 t 1�2r' Qo� � 'off". ± O M. r d fi I _ii i k tf w 1 . gyp. X'_;Zi 1.) _ Agreement No. 7068 �/ ) PROJECT, .._� I t^`^„"i"' K..1. ".�""""yM ".:, G��.'�._.....6fl w ... ..�.eJ .7% F,'3 U4'I 1J SURVEY BY ' �.' DATE 4— D 5 I DATE 1— � FLOOD CONTROL DISTRICT J � CO vIEwE , /Li>r ti ti -4 +qI• ,, I � . i R e Lv 17, ✓ . P � � , �. �C".� FuR REFERENC V J To G,P1r:v VISTAAiGES _ . EpISON Co � . MAP 07'lL r7 7� j' pp f 1 " A „ Ve. �. ;eva R05r ? � S ��" Ma•/ � ' 1, M .�'"r,� a� l y� � C'� � "' i " , �-- � b � i � �,-� - � _ � �, F � . ,,�„pr�Cr wo 25 � 79 GOF-M • w As ,Ro�Noo• Na �".-'.�. / �....- s Al- �- " ram.; ro d'o Y _ Agreement No. 7068 0 0 13010 3y, 3y. 0 0 o , A r t "„ i Agreement No. 7068 FA'j U W DI Agreement No. 7068 Alternative Bid Item 13 Schedule of Values for Submittal After Project Award Alternative Bid Item 13 Drainaae irnorovements in Allev B-159 bounded by Sheldon, Penn., Franklin, and El Segundo ITEM ITEM QTY UNIT UNIT PRICE ($) TOTAL ($) NO. 13-1 Mobilization/Demobilization 1 LS 13-2 Traffic Control, Public Safety 1 LS and Convenience 13-3 Construction Survey and 1 LS Staking 13-4 Demolition and Removals 1 LS 13-5 Construct Concrete Curb and 28 LF Crushed Aggregate Base 13-6 Construct Curb Opening Catch 1 EA Basin with 1 Grate 13-7 Construct Grating Catch Basin- 1 EA Alley Longitudinal with 2 Grates 13-8 Construct 15-inch RCP 17 LF Construct 4-inch Thick AC over 13-9 4-inch Thick Crushed 850 SF Aggregate Base 13-10 Construct Water Main Drop 1 LS Under New Catch Basin Alternative Bid 13 Total Aqreement No. 7068 Agreement No. 7068 ?b 3 ............ .. CY IN lm�! Agreement No. 7068 Water Division Approved Materials List and Water Division Standards Any change from the Appendix 4 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. Agreement No. 7068 CITY OF ELSEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES 1 NO. ITEM IDESCRIPTION IMANUFACTURIER/MODEL 1-1 AIR/VACUUM VALVE greater Epoxy coated/lined. Stainless steel hardware/ ARI D-060 or AR] D-040 ...................than 2-inch PVC AIR/VACUUM VALVE ABOVE IAir-Vaccum Valve Assembly. "Valve Box' for Pipeline Products VCAS 1830 4", Color shall be Granite 1-2 GRADE ENCUOSURE below grade components Pipeline Products VCAS 2436 6-8 inch, Color shall be Granite I Mueller B-24258 N-3 ANGLE METER STOPS 1-inch - 1" Bronze Angle Meter Stop (Ball Valve) with 90 Mueller B-24255 N-3 1-3 Compr. z Swivel Meter Nut, Degree Lock Wing, Compr.(Flare) x Outlet Swivel Flare. x Swivel Meter Nut Meter Nut Jones E-1963 WSG L/S Jones E-1964 W L/S Mueller B-24276 N-3 1-4Compr. ANGLE METER STOPS 2-inch - Miter Fig, Flare. 2' Bronze Angle Meter Stop {Ball Valve} with 90 Mueller B-24286 N-3 Jones E-1975WSG L/S x x Meter Flg f Degree lock Wing, Compr. x Outlet Meter Flange Jones E-1974WSG L/S Reduced Pressure Principal Type Assemblies; List of Approved Assemblies by USC Foundation for Cross- 1-5 BACKFLOW PREVENTER (R-P_) Double Check, Valve Detector Assemblies for Fire Connection Control And Hydraulic Institute Sprinkler Systems 1" and 2" BALL CORPORATION Bronze Compression x MIP Thread Ball Valve 1" Mueller B-25028 N 1-6 STOP, MIP x Compression and 2" Full Opening, Ball Corp. and Saddle shall be constructed by same manufacturer. Jones E-1935SG 1-7 u Inline BALL Valves,: PIP x PIP PIP (NPT) Ball Valve Mueller B-20200-N - 3 11" -2 Fittings required to connect ball valve to various 'Mueller H10890N Mueller H108890ON 1-8 Meter Fittings 'meter sizes, Swivel end, flanged end Mueller H10129N T316 SS Hex Bolt T316 55 Hex Nut 1-9 BOLTS AND NUTS Bolts and nuts shall be 316 Stainless Steel T316 SS Hex Washers Agreement No. 7068 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES j 1/4" Thick Styrene Butaddvanced Products & Sys.iene RubberRubberSheet End 2-1 CASING END SEAL d. Seal. Use 1"Wide Stainless Steel Bands. Zippered Ca Cascscaae 1pico End Seals with Stainless, Steel Bands may also be Pipeline Seal &Insulator used. Powerseal Stainless Steel Casing Spacer, Center Restrained, Advanced Products & Sys. Position Type Cascade 2-2 CASING SPACER with PVC Liner and Non-metallic Anti -friction Celplco Runners Pipeline Seal & Insulator 2-3 Chlorine Sodium Hypochlorite Solution. Per City Specifications 2-4 COATING, WATERPROOF Sika Top Seal 107 Epoxy Resin Based Cemetous Trowel Grade protective, waterproofing for concrete STO CR 241 4" and Larger Steel or Ductile Iron Construction, Ford FC1, FC2A, FC2W COUPLING, TRANSITION Slip xSlip, Epoxy Coated with 304 or 316 Romac501, XR 501, Macro HP 2-6 FLEXIBLE Stainless Steel Bolts and Nuts. For useon AC, JCM 2155 Long DI CouplingCat„ No„ 2V PVC, DI, or Steel Pipe. Proper coupling shall be Smith -Blair 441.442, 461 used for each type pipe JCM 210 DI Coupling COUPLING, TRANSITION tEBAA Inc. Series 3800 For use on AC, PVC, DI, or Steel Pipe, Contractor Smdh-Blair473 7 RESTRAINED shall be responsible for providing the proper couplings for each type of connection JCM 241 or242 with JCM 630 AC Pipe 2$ FLANGED COUPLING, EBAA Inc. Series 2100 ADAPTERS 9ESTRAINED Romac RFCA for PVC Pica 2-9 FITTING, PIPE RESTRAINT Mechanical Joint and PushoutJoint Restraint AWWA PVC and Ductile Iron Pipe Lok Gaskets Star 6" Ductile Iron Bury Bends, Long Radius, Flg x Sigma 2-10 BEND, BURY, DUCTILE IRON MJ/PO (Use of Short Radius Bury Bends with City 7yter I Engineer Approval Only) Clow South Bay Foundry 2-15 EPDXY ADHiSI'VE High -Modulus, Low Vicosity, Epoxy Resin Based Sika Sikadur 31 Adhesive suitable for Grouting Bolts or Dowels Sika Sikadur35 3-1 FIRE HYDRANT I6"° Standard 150 PSI Wet Barrel Ductile Iron Fire Clow 2050„ Clow 2065 Agreement No. 7068 CITY OF ELSEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES 3-2 Fire Hydrant Check valve 'Fire Hydrant Check Valve IClow LBI 400A or MuellerJ6000 u FIRE HYDRANT, 200 PSI or 3-3 Higher Project Specification Submittal Required Flanged, Mechanical, Joint or Push -on Tees, - Bends, Crosses, Recucers, Adapters, etc., for Napp 3.4 FITTING, DUCTILE IRON Water Lines 4" and larger. Manufactured per AWWA C110 and C153. Double Cement Mortar Star Lined. Tyler Not Used US Pipe Full Face Flange-Tyte Gasket Calpico Agreement No. 7068 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR • USE ON CONSTRUCTION OF POTABLE WATER FACILITIES • •IMANUFACTURERIMODEL Garlock 3000 1/8" Thick Full Face or Ring, Aramid Fiber Bound 'Johns -Manville 3-6 GASKET with Nitrile_ No Asbestos Content (KEEP NSF 61 Klinger 4401 approved gaskets) PSI NSF Approved Tripac 2000 Tripac 5000 P JM Clipper Gaskets 660 and 880 ' US Pipe flange-Tyte Gasket Rubber Ring Type 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 Ca[pico 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, Sanchem NO-OX-ID NO-OX-iD Type Dearborn Chemical 3 12 JOINTSEALING COMPOUND, For use on Pre -cast Vault and Manhole in QuicksetJoint Sealing PLASTIC RCF E Grooved Joints between sections Compound 3-10 LUBRICANT, PIPE GASKET Rubber Gasket Pipe Lubricant for use on PVC or Whitlam Blue Lube ductaie Iron Pipe Joints, NSF Listing required. Phoenix 3-11 METER Supplied by Contractor Per Q4 Soedfflcation. Metron Farnier 4-1 METER BOX AND LID 1" Meter or smaller - Meter Box-15-1/4" x 22" x Brooks 37MB 11-3/4" (Incidental/Alley) J&'R Concrete Products: No.W4-1/2 Brooks 38MB 4-2 METER BOX AND LID 1-1/2" to 2" Meter- Meter Box- 18-3/4" x 30- 3/8" x 13-1/2" (Incidental/Alley) AR Concrete Products: No.W5-1/4 DFW'. DFW65CH4-144 o Be Weed WRn manirold'rvpe Peter 4-3 METER BOX 11ND LID 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 Backflow Assys & Vent Pipes, Meters, Regulators,' 4-7 PAINT Vault Piping, Air Valves. Prime Coat required on SindairGloss Enamel Blue all above ground metal surfaces (use Tnemec i Cerro 1" Type K Soft Seamless rolled Tubing Halstead 4-8 PIPE, COPPER TUBING 2" Type K Soft Seamless Straight Lengths 1" and 2" Type K Rigid Seamless Straight Lengths Lee Mueller Phelps Dodge For Water Lines 100mm (4") and larger American Pipe 4-9 PIPE, DUCTILE IRON manufactured per AWWA C111 C115, C150, C151. Double Cement Mortar Lined GriffFn Pacific States k' U.S. Pipe 8-mil Thick Polyethylene Encasement Sleeve for 5-1 PLASTIC Ductile Iron Pipe (DIP) per AW WA C105 and ENCASEMENT Recycled PVC, CMC/L, or DIP Non -Purple Water Northt�rwn-PCalywvrap Pipe. Clear Sleeve for Potable Water 8-mil Thick Polyethylene Encasement for Buried Agreement No. 7068 CITY OF ELSEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES Agreement No. 7068 CITY OF ELSEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. ITEM IDESCRIPTION IMANUFACTURER/IVIODEL Jones)-979 Cast Brass ASTM B62 Body with Silicone Bronze Smith-Blair323 5-5 SERVICE SADDLE FOR Double Straps, IP Outlet Sizes 25mm (1") and ACP AND DI PIPE SOmm (2"). Ball Corp. and Saddle shall be Romac 2029 constructed by same manufacturer. Mueller BR2B TAG, BRASS 1° Diameter,18 Gauge Brass with 3/16" Die Ford 202BS 5-11 IDENTIFICATION Stamped Letters and Numbers, Suitable for Jones)-969 Attachment to Cathodic Protection Wires by t mea ns of a Nylon Zip Tie. Romac 202N Adhesive Plastic Outer Wrap for Wax Petrolatum polyken 960 5-6 TAPE, OUTER WRAP Tape in Trenton Polyply Underground Applications (TAPE, 10 to 50 Mil x 2" Wide General Utility Tape for S-7 UTILITY Corrosion Calpico Protection of Above and Below Ground Pi es 3M 50, 51 6" Wide, Warning/identification (Non -Metallic) Calpico, Type 1 Marking Tape for Buried Facilities with 6-1 TAPE, WARNING/ Continuous Warning "Caution Water Main Lane-7ec,Type 8 T.Christy Eng., Type 1 .IDENTIFICATION Buried Below" or "Caution Treated Urban Run- Terra Tape, Standard 250 Off Water Burled Below' Tape for Recycled Thor, Elast Tec Water shall be Yellow with Black Lettering Northtown p Calpico, Type I Line-Tec, Type B TAPE WARNING/ 3" Wide, Warn ing/Identification (Non -Metallic) T.Christy Eng., Type 1 2 IDENTIFICATION FOR Marking Tape for Buried Irrigation Pipelines. Terra Tape, Standard 250 P I RECYCLED Purple Colorwith Continuous warning Caution IRRIGATION Reclaimed Water Main Buried Below" Thor, ElastTec 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. Ford B11-233WW-NL Jones J-19COW 6-7 VALVE, BALL WITH 3/4"Bronze, Straight, FIP x FIP with Locking Tabs LOCKING TABS and Handle 3/4" Mueller B 20200N AY McDonald 76101W VALVE, BUTTERFLY 18" and Larger, AWWA C504, Class B„ M&H 1450, 4500 6-8 ISO PSI Thermosetting or Fusion Bonded Epoxy coated and Lined. Class D or E Flange x Flange Ends Agreement No. 7068 CITY OF EL SEGUNDO APPROVED MATERIALS LIST FOR USE ON CONSTRUCTION OF POTABLE WATER FACILITIES NO. ITEM DESCRIPTION IMANUFACTURER/MODEL Mueller Lineseal III Pratt Groundhog 18" and Larger, AWWA C504, Class B. M&H 1450, 4500 (Class 250) Mueller Lineseal XP 250 6-9 VALVE, BUTTERFLY ;Thermosetting or Fusion Banded Epoxy coated 250 PSI and Lined. Class D or E Flange x Flange Ends Pratt Triton HP-250 Mueller 2362 (AWWA C509), Mueller 2361 (AbVWA C515) VALVE, GATE, Stem, Ductile Body and Bonnet, encapsulated Clow 6-10 RESILIENT WEDGE Wedge per AW WA CS09 Epoxy Coated Interior. (RWGV) Valves larger than 12" shall be manufactured to Kennedy 7-1 VALVE BOX Far Gate Valves & Butterfly Valves, See Standard GOSTTraffic Box 10 3/8" I.D. x 12" by Christy/Oldcastle Dwg W13, Lids shall be marked "Water" 7-2 VALVE BOX Normally Close Valve, Lids shall be marked GOST Traffic Box 10-3/8" I.D. x 12" by Christy/Oldcastle "Water' 7-3 NAIVE BOX 1" Blow Off or Manual Air Releases. See GOSTTra#fic Box 10-3/8" LD. x 12" by Christy/Oldpstle Standard Dwg WS, Lids shall be marked "Water' 7 a VALVE BOX 2" Blow Off or Manual Air Release. See Standard GOST Traffic Box 10 3/8" I.D. x 12" by Christy/Oldcastle l Dwg W6 Lids shall be marked "Water" 7-5 VALVE BOX 4" Blow Off Assembly. GOST Traffic Box 10-3/8" I.D. x 12" by Christy/Old castle Tyler Union 7-6 Valve Box Can Extensions RK Industries 7-7 Valve Can Cover Sigma-VB-4884-C114A08BO1 Baron Cosberg Industries #14 AWG Solid Copper Wire, with Cross Linked Paige Northtown 7-8 WIRE, TRACER y y Pol eth lene insulation. White or Yellow in Color Regency Wire Christy Direct Bury Silicone -Filled Capsule Tube with 3M DBR-6 King 4 7-9 WIRE, TRACER Standard Wire Nut or Silicone -Filled Wire Nut King 5 CONNECTOR Connectors far Tracer Wire Connections. King 6 Agreement No. 7068 180607 - CITY OF EL SEGUNDO WATER STANDARD DETAILS El Segundo Water Details Detail No. Sheet No. Sheet Title 1 W7-1 1 of 1 1-inch & 2-inch Copper Branch Service 2 WT-2 1 of 1 Fire Hydrant Assembly 3 41WT-3 WT-3 1 of 2 2 of 1 2-inch Copper Fire Line New Fire Service Installation 5 'WT-4 1 of l New 3"-8" Water Service Installation With Backflow Preventer 6 WT-5 1 of 1 Thrust and Anchor Block Tables 7 WT-d 1 of 2 Restrained Length Tables Horizontal 8 WT-6 12 of 2 Restrained Length Tables Vertical 9 W7-7 1 of 1 Water Main Trench Detail 10 WT-8 1 of 1 Pipe Casing Installation 11 WT-9 1 of 1 Fire Hydrant, Valve and Tee Removal Detail 12 WT-10 1 of 2 New Gate Valve Installation 13 14 WT-10 WT-11 12 of 2 1 of 1 Adjustable Valve Box with Cap in AC Pavement 1-inch or 2-inch Air and Vacuum Release 15 WT- 2 1 of 3 To be Used For: 3/4-inch & 1-inch Meters 16 WT-12 2 of 3 To be Used For: 1-1/2-inch & 2-inch Meters 17 WT-12 3 of 3 To be Used With Manifold Type Meter Installations 18 19 20 WT-13 WT-13 WT-13 1 of 3 2 of 3 3 of.3 5/8" x 3/4" & 1" Water Meters 1.5" & 2" Water Meters 3" Water Meter Agreement No. 7068 FINISHED GRADE -7 z v N 4So WATER MAIN i I METER SIZE I -METER BOX SIZE 1 1« 1 22" x 15" x 12" I 1-112" & 2" 1 30" x 19" x 13" 1 'SEE SHEET WT-12 FOR METER BOX DETAILS ITEM MATERIAL 1 BRONZE DOUBLE STRAP SERVICE SADDLE, 1"OR 2' F.I.P.T.OUTLET -.. 1" CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x FLARE J 2" CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x COMPRESSION 1' (ROLLS) OR 2" COPPER PIPE, SOFT/ ANNEALED TYPE K IN 20' ` LENGTHS. 4 CAST BRONZE ANGLE METER BALL VALVE WITH LOCKWING, FLARE x SWIVEL NUT (MUELLER B-24255N-3, B-24258N-3 OR EQUAL) OCAST BRONZE ANGLE METER BALL VALVE WITH LOCKWING, F.LP. 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 Y" LONG 8 METER BOX (SEE SHEET WT-12) 9 90° COPPER ELBOW, C x C SOLDER JOINTS SEE DETAIL A CURB .......... // Lu 8 SEE uj u, NOTE4 I 10" CLEARANCE FROM SWIVEL NUT OR FLANGE TO TOP OF BOX SWEEP FOR 1" PIPE ONLY CITY CUSTOMER EXISTING WATER METER PRIVATE PROPERTY OR NEW PROVIDED BY CONTRACTOR NOTES: DETAIL A 1. ALL SERVICE LATERAL ASSEMBLIES SHALL BE NSF 61, ANNEX G AND CALIFORNIA AB1953 COMPLIANT. 2. ALL WATER METERS SHALL CONFORM TO AWWA WATER ME TER LAY LENGTH STANDARDS. 3 ALL PIPING SHALL BE RATED FOR 300 PSI 10 6" THICK BASE OF 314" CRUSHED ROCK. 4. PLACE METER BOX ASSEMBLY 1-FT FROM PROPERTY LINE IF INSTALLED 11 BOLTS, NUTS & WASHERS WITHIN ALLEY -METER AND BOX ROTATION REQUIRES CITY APPROVAL. DATE I NO. REVISION! NOTE BY 1-INCH & 2-INCH COPPER BRANCH SERVICE ORIGINAL DRAWING ISSUED AJS • APPROVED BY DATE: 20 DES: AJS SCALE: NONE SHEET NO, 1 OF 1 D: SEM T: DATE: "IT-1 Water Resaurce3Engineer C' APP: Agreement No. 7068 q T 1, I ELEVATION ITEM MATERIAL FIRE HYDRANT WITH25' x 4"IN RESIDENTIAL AREAS t FIRE HYDRANT WITH 2.5" x 4" x 4"IN COMMERCIALAREAS NCRETE SPLASH PAD BREAK -OFF CHECK VALVE (CLOW LBI 400A OR JONES J6000) BARREL HYDRANT BURYS (MJ x FLG) SIZE TO FIT V4WET NCRE i E THRUST BLOCK PER WT-5DUCTILE lg0N PIPE CL 350RESILIENT WEDGE GATE VALVE (FLG x MJ) S ww_ RESTRAINED MECHANICAL JOINT /9,A DUCTILE IRON TEE WITH 6" FLANGED BRANCH S STEEL TAPPING TEE WITH 6" FLANGED BRANCH" �10VAALVELEBZOX AND CAP WI SLIP CAN 'CHECK COMPATIBILITY OF TEE MATERIAL WITH EXISTING PIPE MATERIAL, DATE V NO. I I REVISION/NOTE I ORIGINAL DRAWING ISSUED APPROVED BY " mef Per= E.,n a ev 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. AJS DATE: 20 DES. AJS D: SEM T: C: FIRE HYDRANT ASSEMBLY ZM,AL : Aw lIt SHEET NO. 1 OF 1 DATE: W'1'_2 App. Agreement No. 7068 NOTES: ry 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 L.A. COUNTY DHS, SAFE PLUMBING PRACTICES). 2. THE APPROVED BACKFLOW PREVENTION ASSEMBLY SHALL BE FURNISHED BY THE MANUFACTURE AS COMPLETE ASSEMBLY, METER TO BE FURNISHED BY THE CONTRACTOR (MEASURED IN CU. Fr.). 3. DCDA MUST BE INSTALLED AS CLOSE AS PRACTICAL TO THE PROPERTY LINE AND COMPLETELY WITHIN PRIVATE PROPERTY. ITEM MATERIAL BRONZE DOUBLt STRAP SERVICE SADDLE, 2" F.I.P.T. OUTLET (FOR 1 DUCTILE IRON 01PE) 2O 2" CAST BRONZE BALL CORPORATION STOP, M.I.P.T. x COMPRESSION O2" 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 2.54NCH BACKFLOW PREVENTION ASSEMBLY - DOUBLE (D CHECK DETECTOR ASSEMBLY WITH CHEATER METER (WATTS 007M1 DCDA OR EQUAL) 6 90" COPPER ELBOW, C x C SOLDER JOINTS f ! 1 VALVE CAN, SEE SHEET WT-10 (SHEET NO. 2) DATE I NO. � REVISION I NOTE BY 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 DIVION — DCDA IL 3' MAIN TYPICAL SERVICE ACCESS AREA 2-INCH COPPER FIRE LINE » ORIGINAL DRAWING ISSUED AJS - 4 APPROVED BY; DATE: 20 DES: AJS SCALE: NONE SHEET NO. 1 OF 2 D: SEM T: DATE: WT_3 Water Resources Engineer C: APP: Agreement No. 7068 TO BE INSTALLED BY CONTRACTOR INSPECTED BY CITY 18" MIN. ao. FINISHED : 2� GROUND ar SEE NOTE 1 MAINTAIN SEPARATION OF 18" BETWEEN WALL AND CENTER OF PIPE RUN B CUSTOMER SIDE ELEVATION VIEW (D SEE NOTE 3- 1 �. WATER MAIN " PLAN VIEW NOTES: 1. WATER SERVICE SHALL BE INSTALLED WITH 12" MINIMUM TO 30m MAXIMUM CLEARANCE ABOVE NATURAL FINISHED GRADE AND SHALL BE READILY ACCESSIBLE FOR INUNE SERVICE AND TEST (REF TO LA, COUNTY DHS, SAFE' PLUtABING PRACTICE'S). 2. THE APPRtIVED BACKFLOW PREVENTION ASSEMBLY SHALL BE FURNISHED BY THE MANUFAC71JRE AS A COMPLETE ASSEMBLY, METER TO EE FURNISHED BY THE CONTRACTOR (MEASURED IN CU. FT,;), FOR 2 INCH SERVICE MSTALLATIGNS, SEE DETAIL INT-3 (SHEET '1fi2). 4, DCDA MUST BE INSTALLED AS CLOSE AS PRACTICAL TO THE PROPERTY LINE AND COMPLETELYIMTHIN PRIVATE PROPERTY„ ITEM MATERIAL 1 DUCTILE IRON PIPE CL350, TYPICAL 90' BEND (FLG x FLG) 3 OS & Y GATE VALVE (FLG x FLG) 0 USC APPROVED BACKFLOW PREVENTION ASSEMBLY - DOUSLE CHECK DETECTOR ASSEMBLY' 5 ACJ STABLE PIPE SUPPORT 6 THRUSTBLOCK 7 DUCTILE IRON SPOOL (FLG X FLG) 8� 9D° DUCTILE IRON BEND (MJ x FLG). ` 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 CONSULTAND CONFIRM THE REQUIRED BACKFLOW PREVENTION ASSEMBLY REQUIRED. AREA VARIES CONFIRM WIiH CNTY' WATER DIVISON DCDA 3' CITY' WATER MAIN TYPICAL. SERVICE ACCESS AREA DATE NO. REVISIONINOTE By ORIGINAL DRAWING ISSUED AJS APPROVED BY DATE : 20 DFS• A.M, P1 D: SEM T. DATE: NEW FIRE SERVICE INSTALLATION SHEET NO. 2 OF 2 WT-3 Agreement No. 7068 of ¢0 K H Z O U m W J J cn w Z W m OO ! � z W U W O � CL C� � Q co 0' W <. w w U ¢LU '' a aryl U W Z " two W Jq M V] p z W M m o O ¢ W o S Q > w Z U U LU � H Z p �wm> En,W�O co 04 z w m cr)� w a SOS O � ¢ZU O mm Q �v i.. m 00 J P0C <zw jm� m Q.J VJ wJZ Z:>- WF-z mow a¢-, v w � wp V) W W Ll. N Z V a-Q Z Q m W O n� d W U zZGIWL U W OLL W �- W O J¢ co Q W uj 5.w Q u j OW W Z w wVaU O0Qt ? Z- z m m p a x m w m y W J L ¢ Z W Q Of 0yyJD- Cl)w a- d C6 W 7 H?¢a m m r C: z ni ci v a C 01 4 L r ¢ C z z � L o w z o i m w U w W p v O Z 0 z 3 O Z LLI W t=5 ¢ � w Z �` x a ¢ q 1O Cl)LL d Z u J w X Q U o m O m Q J O U } J J U 1J1 '.x i M m M ao FFFF X Z CD J ¢ O Z p W U O ~O O V O OJ t7 w r 0 p m -� m m J C.� a ~ ~ Z W W cc 2 Cn U% Lu 0 7 '..p W W M w 0 M'..~ m rn G rn O '., G Q H m wna M a wn uro W a r zof o w C Z w O J j QLLIO c Q z Z ch Ll W W U0 CO LU LL_ Z � Q ??M 7 Z J W . -91000 rr! a ° a 0 0 W Q OR G ¢' 1 Z } Z 3��Q=a z OJo mOHz W D,XIx¢Q� ¢ Z¢ � O a m�¢w}8rn� a w= C) O M p 0 m Z J W M in O U IL W r O W w m w Y d W W Z 4 Km W 0MF=-Z�p w m p a�- O w rn W O Z J 022 d w w H¢ U H W w n a J~ Z F W � u0i O w a'.0 OU w M y U ~Oco co ,- J Lu 0 J W m�=¢a�wovmi Q a F < m o U¢ TABLE 1.1 -CALCULATION ASSUMPTIONS CONDITION VALUE LAYING CONDITION TYPE 4 �N N SOIL CLASSIFICATION 10 GOOD SAND (GW) DEPTH OF COVER 3 FEET DESIGNrrEST PRESSURE 200 PSI' OPERATING PRESSURE SS VARIES PER PLAN ALLOWABLE SOIL BEARING, qk �in DENSITY, MATER�IALDENSM, Wm W _. SAFETY CTO FACTOR �� 77-777-,' UNDISTURBED SOIL 1 BEARING AREAS AND ANCHOR VOLUMES INCREASE DIRECTLY WITH INCREASED PRESSURE. 2 FOR S01 BEARING VALUE OF 21XI0 PSF USE 112 x BEARING AREA SHOWN; FOR SOIL BEARING VALUE OF 500 USE; 2 x BEARING AREA SHOWN, 3 CALCULATIONS WED ON SAFETY FACTOR = 1,0, IF A DIFFERENTSAFETY FACTOR IS TO BE USED, MULTIPLY 'VALUES BY THAT SAFETY FACTOR. NOTES. 1, ALL THRUST BLOCKS,�SHALL BE PORTLAND CEMENT CONCRETE MIX 560-C-3250. ATTAIN 2,000 PSI STRENGTH, AND BE PLACED AGAINST UNDISTURBED SOIL. 2. THRUST BLOW ON REDUCERS SHALL BE KEYED INTO THE TRENCH 8070M AS SHOWN, 3. CONCRETE $HALL NOT EXTEND ONTO FLANGE OR ADJOINING PIPE. 4. 00 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 1112 TO 1. 7. ALL ANCHOR RODS SHALL BE: FOR PIPE SIZES < 12.'.: #4 BARS 16i': #5BARS 18'': 46 BARS B. COAT REBAR WITH 80 MILS OF COLD -APPLIED 'NO-OX-10" CONTACT GREASE SITUMASTTCWATER-PROOFING COMPOUND, WRAP EXTERIOR OF VALVE, ACT UATOR AND REBAR WITH 8 Wt. POLYETHYLENE SHEETING AND TAPE PER IRWD SPECIFICATION, 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 ARE PROVIDED FOR THE REQUIRED PIPE LENGTH, PER WT-6, THE THRUST BLOCK SIZE CAN BE REDUCED TO 25% OF ITS SIZE. TABLE 1-2. WM71)NITAl I TUDI IeT al ^nV BEA ft.- A - I.. Agreement No. 7068 UNDISTURBED SOIL THRUST BLOCK ., UNDISTURBED SOIL h 45. PLAN TYPICAL HORIZONTAL BEND SECTION ANCHOR RODS ANCHOR BLOCK UNDISTURBED SOIL PIPE 11.2513END 22.5 BEND 45 SEND SIZE (IN) THRUST BEARING THRUST BEARING THRUST BEA (LBS) AREA (SF) (LBS) AREA (SF) (LBS) AR 4 493 0-5 1.0 1,924 1 6 '1109 1A 506 2.2 4,328 4 8 1,971 2.0 3,923 19 7,694 7 10 3,079 3.1 6,129 6.1 12,022 1 12 4,434 4.4 8,826 8.9 17,312 1 16 16 7,883 7,883 7.9 - '5,690 - - - - - -- 15.7 T__ 30,777 3 18 9,977 1D.0 19,858, 19.9 38,952 3 Nr)TC4 IT 10 TU SECTION TYPICAL VERTICAL BEND BEARING AREA (SF) = Sf x T Sb THRUST (LBS), T= 2 P A sfn -f- 2 ANCHOR VOLUVE(0Y)-(I), SWxT TAAI_Fl_n.vFp,nrai 27 , PIPE PIPE 22,5 BEND 2.5 BEND 45 1 45 BEND SIZE T�HRUSTVOLUME THRUST VOLUME - (LBS) (CY) (Cy) (LBS) (LBS) (Cy) 4 981 0.2 1,924 0.5 6 2,206 0.5 8 3,923 1.0 7,694 1.9 10 12 6, 2 6,129 1 9 8, 826 8,826 1 1.5 2.2 2.2 --T2,022 --77,312 3.0 4.3 16 15,690 E15 '690 3 .9 3.9 1 30,777 ---------------- 7.6 18 19 19 '8 8 859 5 4_q .9 90 BEND DEADEND TE E 'RING THRUST _ia_ RING THRUST BEARING A _S (SF) (LBS) AREA (5F) (LBS) AREA (SF) .9 '554 3.6 2,513 2.5 .3 '3 7 "997 7,997 8.0 5,655 5.7 .7 14,217 14.2 10,053 10,013 10.1 2.0 22,214 t56,869 22.2 15,708 .5.7 7.3 31,989 32.0 22,619 22.6 0.8 56.9 40,212 4 9.0 71,975 72.0 �02 894 0 50.9 L; RESPONSIBILITY T OF THE CONTRACTOR TO VERIFY THE INFORMATION SHOWN HEREON PRIOR TO ITS USE. DAT-=ENO. REVISION/NOTE BY ORIGINAL IGINAL DRAWING ISSUED AJS APPROVED BY: DATE: 20 DES', A : AJS SCALE: NONE D: EM T: DATE: ID C C. APP: THRUST AND ANCHOR BLOCK TABLES SHEET NO. I OF 1 WT-5 Agreement No. 7068 1 TARI F 9 1 - nFAn FNOI TFF AND 1IOR170NTAL RENDS CONNECTION CONDITION RESTRAINED LENGTH, L (FT) PVC I DUCTILE IRON WPOLY ARPPED DUCTILE 6 INCH DIAMETER DEAD END I TEE 40 25 73 90° HORIZONTAL BEND 15 ( 12 17 45° HORIZONTAL BEND 6 5 7 22.5° HORIZONTAL BEND 3 3 4 11.25° HORIZ NTAL BEND 2 2 2 8 INCH DIAMETER DEAD END I TEE 53 33 95 90° HORIZONTAL BEND 19 16 22 45° HORIZONTAL BEND 8 22.5° HORIZONTAL BEND 4 7 4 10 5 11.25° HORIZONTAL BEND 2 _ 2 3 - 12 INCH DIAMETER DEAD END I TEE 74 46 1 134 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 TYPE 4 SOIL CLASSIFICATION GOOD SAND (GW) DEPTH OF COVER 3 FEET DESIGN/TEST PRESSURE 200 PSI' OPERATING PRESSUgE VARIES PER PLAN NEAREST RUN JOINT FOR TEE 1 FOOT SAFETY FACTOR 1.0 2 RESTRAINED LENGTHS FOR TEES CALCULATED USING EQUAL RUN AND BRANCH DIAMETERS. RESTRAINED LENGTHS CALCULATED USING SAFETY FACTOR =1.0. WHEN A DIFFERENT SAFETY FACTOR IS TO BE USED, MULTIPLY RESTRAINED LENGTHS BY THAT SAFETY FACTOR. NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE INFORMATION SHOWN HEREON PRIOR TO ITS USE. DATE I NO. I REVISIONINOTE BY RESTRAINED LENGTH NEAREST RUN JOINT f RESTRAINED TEE NEAREST RUN JOINT TYPICAL TEE CONNECTION RESTRAINED LENGTH L RESTRAINED END CAP TYPICAL DEAD END CONNECTION RESTRAINED LENGTH L RESTRAINED BEND FITTING PLAN TYPICAL HORIZONTAL BEND CONNECTION RESTRAINED LENGTH TABLES HORIZONTAL ORIGINAL DRAWING ISSUED AJS APPROVED BY . DATE: 20 DES: AJS SCALE: NONE SHEET NO. 1 OF 2 D: SEM T: DATE: WT-6 Water Resources Engineer C: APP: Agreement No. 7068 w" Q i� L Z N J w N N C4 n to L Q M M N N N L fn C7 L LLJ Z d 7 w Q f0 Q M M N N N M to Q M '... N N N L F- U p O cD ^ c z J Q w I I p N L C WLLJ C7 W N N cD C L coL jrZ d 0.E M C a F U Lu r Cl) ... S '. N M N M N M N M N M N M 0 i G < C G C L tiY w J a z z z0 W m m z w w m m J U Q U m J U Q U j J �,.< w''U H'' ~ 0.' Q LU U F._. C. `u 2 w I r x �' w �' w, r. 5 > e �' C x 1[) N < � Z — N � u p w ) u Z N V, e- J r m C7 LU W EL Q.. IIJ Q v M N N N 0 Q O u� - L LLI — Qz_ lY w(D 'w m. J '.a U wcr3 r f .W,. e- N M 'a'- N M NLL M W 0 x CD a Q z O p m m m J Q Q U J 0 W w -j m LULL v r W > a . M w J i U I� N ... m :z H Lu co O � 00 U � zz n. U Z 0 Lu W LU LL 2 O Z J x m U z0 a~ _ CO2 w x m 0 Z U w H H tii } LL O w Z > ui z O O LU W w O Z w � x U w w w O h S2 m J m x x w O Z �Q=00 J J H QJC~9� O w w z LL J ,1 W H 13Sdd0 IVOI1b3A w W J m Z U LLI F- w Lu w :> cr- F w w N �w �r MM 0 Agreement No. 7068 6" 6" 6" 6" MIN, TRENCH WIDTH MIN. MIN. TRENCH WIDTH MIN. SAWCUT D2(1 C2 (6" MAX) SAWCUT SAWCUT � B - EXISTING P.C.C. rW ✓,^�',r r. rrr i" r .. r t �' PAVEMENT''^, " I `r„ti ` ya✓' EXISTING d; N, * �" A.C. PAVEMENT ul a a o x a w 0 Lu CV 2 O N W d d C c� z n n w m w a 6" MIN. 1 6" { 8" MAX. 8" DETAIL "A" (A.C. PAVEMENT) 8" MAX. 8" DETAIL"B" (P.C.C. PAVEMENT) SAWCUT a e w m w a .. -- ITEM NO DESCRIPTION 1 IF COVER TO NEW PIPE IS LESS THAN 36", CITY ENGINEER WILL SPECIFY SPECIAL BEDDING AND BACKFILL REQUIREMENTS 2 6" SAND BEDDING PER SSPWC 3W-1.2.1 UNLESS QTHERWISE 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). MECHAMCALLY 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 COMPAdTION. 0 PAVE 6" (OR EXISTING PAVEMENT THICKNESS PLUS 1", WHICHEVER IS GREATER) WITH D2-PG-6410, C2-PG-6410 A.C, B-PG-6410 REFER TO APWA STD PLAN 132-3 AND 133-3 6 TRACER WIRE SECURED TO PIPE WHEN APPLICABLE (NOT NECESSARY FOR DIP) 7 WARN INGADENTIFICATION TAPE OPLACE 8" P.C.C. CLASS 520-A-2500 (OR EXISTING PAVEMENT THICKNESS PLUS 1 ", WHICHEVER IS GREATER) TO NEAREST SCORE LINE REFER TO APWA STD PLAN 132-3 9 �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 N0. REVISION/NOTE BY Ky. „ y V ORIGINAL DRAWING ISSUED AJS APPROVED BY r DATE: 20 DES: AJS D: SEM T: Water WATER MAIN TRENCH DETAIL SCALE: NONE SHEET NO. 1 OF 1 DATE: WT_7 APP: Agreement No. 7068 I ANGLES TO BE CONSTANT AROUND ENTIRE CIRCUMFERENCE OF THE PIPE. NUMBER OF SPACERS PER MANUFACTURER'S SPECIFICATIONS ,. - SPACER CARRIER PIPE CASING STAINLESS S'TE FILL ANNULAR SPACE WITH CLAMP BANDS AIR —BLOWN SAND (SEE NOTE 3) CONFIGURATION — CENTERED PIPE CASING " Sr��i, 2y (0 MAP) 9µ p i DUCTILE IRON CARRIER OVER LAPPING PIPE RUBBER SEAL CASING THICKNESS: (SEE NOTE 5) (SEE NOTE 3) PLACEMENT OF SPACERS ON CARRIER PIPE PER MANUFACTURER'S SPECIFICATIONS DATE A NO. I REVISION / NOTE 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. BY PIPE CASING INSTALLATION V ORIGINAL DRAWING ISSUED I A$ APPROVED BY : DATE _ 20 DES: AJS SCALE: NONE SHEET N0. 1 OF 1 D: SEM T: DATE: C: A�1'_8 1e Rerun es E y u r PR Agreement No. 7068 FOR TEE REMOVAL SEE BELOW TEE REMOVAL DATE C NO. APPROVED BY;. NOTES: 1. CITY ENGINEER OR FIELD INSPECTOR TO MAKE DETERMINATION OF APPROPRIATE MATERIALS TO USE AND HOW APPURTENANCES ARE ABANDONED. TEES WITH LEAD CAULKED JOINTS SHALL BE REMOVED AND REPLACED WITH LIKE SIZE D.I. PIPE. 2. IF EXISTING PIPE AND TEE ARE STEEL, USE FLEX COUPLINGS TO MAKE RE -CONNECTION. 3, IF EXISTING PIPE AND TEE ARE CAST OR DUCTILE IRON, USE EITHER A PAIR OF 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 2 REMOVE GATE VALVE. 3 ABANDON OR REMOVE PIPE LATERAL -AS DIRECTED BY THE CITY„ ABANDON OR REMOVE APPURTENANCES (HYDRANT, BURY, ETC.) - AS DIRECTED BY THE CITY, 5 REMOVE BLUE DOT PAVEMENT MARKER(S), IF PRESENT.. 6 PROTECT EXISTING PIPE IN PLACE, REMOVE TEE (7) 7 INSTALL UKE SIZED DUCTILE IRON PIPE. INSTALL DUCTILE IRON M.J. SLEEVE OR FLEX COUPLING -AS fj DIRECTED BY THE CITY, RESTRAIN WITH MEGALUG OR EQUIVALENT. REVISION 1 NOTE ORIGINAL DRAWING ISSUED ALB DATE: 20 1 DES: AJS SCALE D: SEM T: DATE: FIRE HYDRANT, VALVE AND TEE REMOVAL DETAIL SHEET NO. 1 OF 1 WT-9 Agreement No. 7068 HUB -TO -HUB WIDTH 12" MIN. UNDISTURBED SOIL WN o � 10, U 1 Z rL UNDISTURBED SOIL RESTRAIN JOINTS RESTRAIN JOINTS PLAN VIEW p. a v` 4" MIN. a J CCCJJJ 12" MIN, HUB -TO -HUB WIDTH ELEVATION VIEW DATE NO. ` REVISION I NOTE ORIGINAL DRAWING ISSUED APPROVED BY Weser Resources Engineer 6" BY AJS Is DATE: 20 DES: A D: SEM T: NOTES: 1. VALVE STEM EXTENSION NOT SHOWN. 2. VALVE ANCHOR REQUIRED ON ALL VALVES OVER 6" AND ALL VALVES AT DEAD ENDS. 3. ANCHOR STRAPS SHALL BE EMBEDDED DIRECTLY INTO THE CONCRETE THRUST BLOCK. 4. CONCRETE THRUST BLOCKS SHALL CONFORM TO STATE STANDARD 90-1.01, 470 LBSICY CEMENTITIOUS MATERIAL {5-SACK} AND BE POURED AGAINST UNDISTURBED NATIVE SOIL. 5. ALL VALVES SHALL CONFORM TO SPECIFICATIONS FOR GATE VALVES FOR WATER WORKS SERVICE PER AWWA STANDARD 50M0. 6. 8" VALVE WELL RISER AND CAP SHALL BE USED FOR ALL GATE VALVES. 1►l 12" TRENCH 12" MIN. WIDTH MIN. ELEVATION VIEW NEW GATE VALVE INSTALLATION DAT O�-Ok rr, WuNt SHEET NO. 1 OF 2 APPE. WT-10 Agreement No. 7068 1 WATER ITEM MATERIAL TRAFFIC RAPED CAST IRON LID (SIGMA VB 4884, OR APPROVED EQUAL), CAST WITH THE WORD "WATER', AND PAINTED PER PAINT SCHEDULE, 2 PARKWAY GRADE OR A.C. PAVED SURFACE - 3 ADJUSTABLE GALVANIZED VALVE CAN 4r 4 18' DIP OR PVC EXTENSION VALVE RISER" �5 GATE VALVE PER WT-10 (SHEET NO.1) PAINT SCHEDULE CONDITION COLOR MAIN LINE VALVE CAPS FLUSHOUT, AIR RELIEF DETECTOR, CHECK, SAIL BLUE (RUST-0LEUM #7724) AND LARGE METER VALVE CAPS NORMALLY CLOSED VALVE CAPS BLUEIRED (RUST-0LEUM #964) ZONE VALVE CAPS FIRE HYDRANT VALVE CAPS BLUE/YELLOW (RUST-0LEUM #944) URBAN TREATED RUNOFF PURPLE (RUST-0LEUM # ) 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, XTEND UP TO 3" BELOW FINISHED SURFACE. DATE NO. REVISION I NOTE BY ORIGINAL DRAWING ISSUED AJS ADJUSTABLE VALVE CAN WITH CAP IN AC PAVEMENT APPROVED BY DATE: 20 DES: AJS SCALE: NONE SHEET NO. 2 OF 2 D: SEM.. �.. T: DATE: V Y I- l 0 Waler RaswtasEnone r APR Agreement No. 7068 M 18" NOTES I. 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 EOUAL), DATE N0. REVISION/NOTE —By APPROVED BY: .K TO MAIN 2B FACE, NOTES 1-INCH & 2-INCH AIR AND VACUUM j RELEASE ORIGINAL DRAMANG ISSUED AIS DATE: 20 DES: AjS SCALE: NONE SHEET NO. 1 OF 1 D: SEM T: DATE: _ 1 1 t4�e; risstacNr.q Eroesca.' C: A,q:p.. Y Y Y I Agreement No. 7068 �� ` to �fi Wa��p „+�i1N•�,IV�L°f �t�,. �ld7 J;; rl+y�r S�r .�,, in NOTES 1) DIM'S f 1/8" U.N.O. 2) LID MATERIAL: HOPE 3) BODY MATEIRWA LLOPE'. 4) WALL THICKNESS: 3'/ S- MINIMUM 5) [.W.A. = INSIDE WORK AREA DFW486C4L]D DFW486WBC4-12-4 DFW486WBC4-12-BODY DFW PLASTICS. INC. ENGAGES IN ONGOING RESEARCH AND DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS. THEREFORE, DFW PLASTICS. INC. RESERVES THE RIGHT TO CHANGE PRODUCT OR SYSTEM SPECIFICATIONS WITHOUT NOTICE. DATE NO. REVISION I NOTE BY I ORIGINAL ORAIMNG ISSUED AJS APPROVED BY: DATE: 20 _ DES: A, D: SEM Wafer Resources Engineer C: BODY KEY WB wIDE BODY SERIES C CONCLETE SERIES 4 CRAY COLOR - PMS 414C 12 i2 665Y DEPTH LID KEY KISS OFF DETAIL SECTION A -A 1 CONFIRM METER BOX AND LID WITH WATER RESOURCES METER SHOP AT (310) 524-2745 PRIOR TO PURCHASE. TO BE USED FOR: 314-INCH & 1-INCH METERS SCALE: NONE SHEET NO. 1 OF 3 DATE: WT_1 2 APP: Agreement No. 7068 1" 2 WALL 1 Z" DFW65C-4-LID DFW65CH4-14-BODY g � �� y1 �� a � " '$ 2�1& 1t �� • I �� ;�� s tq �fle t �y�` s +f a�P �"� � � ra➢ Is. m�1 Ire ° °��h�r� ti, CONFIRM METER BOX AND LID WITH WATERRESOURCES METER SHOP AT (310) 52 -- 2 5 PRIOR TO PURCHASE. DFW PLASTICS, INC. ENGAGES IN ONGOINC RESEARCH AND DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS. THEREFORE. DRV PLASTICS, INC, RESERVES THE RIGHT TO CHANGE PRODUCT' 7R,SYST'EM SPECIFICA71ONYS WITHOUT NOTICE, DATE B N0. I REVISION INOTE ORIGINAL DRAWING ISSUED APPROVED BY : Water Resources BY AJS DnrE: 20 DES: AJS D: SEM T: C: BODY NALL. 1 NOTES 1) DIM'S t 1/8" U-N_0- 2) LID MATERIAL: HOPE 3) BODY MATERIAL: LLDPE 4) WALL THICKNESS: 1/2" MINIMUM 5) LW.A. = INSIDE WORK AREA DFW65CH4-14-4 18-3/4" SIDES ARE BOWED OUT 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: WT_ 12 APP: I 1 L Agreement No. 7068 DFW1730C- -LID N LID KE GRAY COLOR DFW1730FH4-124 DFW1730FH4-12-BODY NOTES DFW PLASTICS. INC. ENGAGES IN ONGOING RESEARCH AND 11 DIM'S t 1/8" U.N.O. DEVELOPMENT TO IMPROVE AND ENHANCE ITS PRODUCTS. 2) LID MATERIAL- HDPE CONFIRM METER BOX AND LID WITH THEREFORE, DFW PLASTICS, ;NC. RESERVES THE RIGHT TO 3) BODY MATERIAL: LLD PE WATER RESOURCES METER SHOP AT CHANGE PRODUCT OR SYSTEM SPECIFICATIONS (WITHOUT NOTICE_ 4) WALL THICKNESS: 1/2" t 5� 5) I.W.A. =INSIDE WORK AREA 310 524-2745 PRIOR TO PURCHASE. DATE NO. REVISION I NOTE BY TO BE USED WITH MANIFOLD _ TYPE METER INSTALLATIONS ORIGINAL DRAWING ISSUED _ AJS APPROVED BY; DATE: 20 DES: AJS SCALE: NONE SHEET NO. 3 OF 3 D: SEM p T: DATE: W T-12 Waler Reswrees E:aineer C: APP: Agreement No. 7068 METRON-FARNIER SPECTRUM 300 AND 3OD8 - 5/8" X 3/4" F. .*A �I s,+ quI TA2 A N 3.75 A-h METRON—FARNIER SPECTRUM, 5ODL — t" DATE � NO. APPROVED BY: REVISION ! NOTE ORIGINAL DRAWING ISSUED BY AJS . . DATE: 20 DES, JEP D: TPF T: Q DATE: 518"x3/4" & 1" WATER METERS im SHEET NO. 1 OF 3 WT-13 Agreement No. 7068 METRON—FARNIER SPECTRUM 88DL— 1.5" 1.7" -wr�irwwwr� 4' %.2 Hex. l 2-1/4" 8 METRON—rARNIER SPECTRUM 130D — 2" (zeal iti � ry d l 2-5/8" I-1!2" WWA ,wo-bolt ekiptical flange 1-1/2... 11-1/2 NPT internal pipe threads 2" METERS: OPTIONAL BRASS SPOOL PIECES CAN PROVIDE 15.25" AND 17" LAY LENGTHS. Brass SDO01 p1 -C reCUlred t0 atldin i + industry stria rd la length 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 NO. '� REVISION I NOTE BY N 1-112" & 2" WATER METERS ORIGINAL DRAYJINGISSUED AJS APPROVED BY i DATE: 20 DES: JEP SCAL8 NONE SHEET NO. 2 OF 3 D:TPF T-��" " T. DATE: V YVV T Water ResourcesEngl r C: APP: Agreement No. 7068 METRON-FARNIER SPECTRUM 175D (Y) NOTES: C ALL D MODELS HAVE INTEGRAL FLANGES AND OFFER MULTIPLE BRASS SPOOL/ADAPTER OPTIONS FOR STANDARD AWWA LAY LENGTHS. DATE I NO, p REVISIONMOTE ORIGINAL DRAWING ISSUED APPROVED9Y; DATE: I L— - u PT Ias>; port By 3" WATER METERS P AJS 20 DES: JEP SCALE: NONE D: TPF T: DATE: C: APP: SHEETNO. 3 OF 3 UVT-13 Agreement No. 7068 Albertville Plant phone: 256-878-7930 956 Industrial Blvd. fax: 256-8916217 Albertville, AL 35950 mueliercompany.com PRODUCT SPECIFICATIONS JOKES° J6000 SERIES WET BARREL.. BREAK CHECK GENERALCLASSIFICATION — JONES J6000 SERIES BREAK CHECK: 1.1 Suitable for general waterworks service 1.2 Use with wet barrel hydrants and closes with inlet pressure when hydrants are struck 1.3 Features a replaceable Traffic Flange at the ground line 1.4 Manufactured with ANSI/NSF 61/372 compliant components SELECTIVE SPECIFICATIONS (TO BE SELECTED BY CUSTOMER) 2.1 Break Check Flange — Number of Bolts, Bolt Circle and holes size 2.1.1 6 Bolt Inlet Connections: - 2.1.1.1 9.38" (9-3/8") Bolt Circle, 0.75" (3/4") Dia. 2.1.1.2 9.5" (9-1/2") Bolt Circle. 0.875" (7/8") Dia. 2.1.2 8 Bolt Inlet Connections: 2.1.2.1 9.5" (9-1/2") Bolt Circle0.875" (7/8") Dia. 2.2 Traffic Flange — Number of Bolts, Bolt Circle and holes size 2.2.1 6 Bolt Inlet Connections: 2.2.1.1 9.38" (9-3/8") Bolt Circle, 0.75" (3/4") Dia. 2.2.1.2 9.5" (9-1/2") Bolt Circle. 0.875" (7/8") Dia. 2.2.2 8 Bolt Inlet Connections: 2.2.2.1 9.5" (9-1/2") Bolt Circle0.875" (7/8") Dia. WORKING AND TEST PRESSURES 3.1 Standard working pressure is 350 psis 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 MUELLERa t ECHOLOGICS° I HYDRO GATE- I HYDRO-GUARDa I JONES° MI.NEI- ; MILLIKEN® I PRATT- I SINGERO I U.S. PIPE VALVE AND HYDRANT F 13123 10/18 Agreement No. 7068 Page 2 of 2 4.10 Low Pressure Loss — < 2.5 psi at 1,000 gpm 4.11 Easy to Install — Installs in minutes with common tools 4.12 Low Maintenance— Few moving parts and robust design 4.13 Operation — Does not affect normal hydrant use 4.14 Minimizes Water Hammer — reduces impact on infrastructure 4.15 Flexible Design — works with hydrants with an inside diameter of 6.625" (6-5/8") or less MATERIAL SPECIFICATIONS 5.1 Housing Body— Ductile Iron, ASTM A-536 5.2 Traffic Flange — Cast Iron ASTM A-126 Class B 5.3 Disc and Arm — 304 Stainless Steel 5.4 Guide Rod — 303 Stainless Steel S.5 Gasket — EPDM 5.6 Washer — 304 Stainless Steel 5.7 NPTF Plug — 316 Stainless Steel J6000 SERIES BREAK CHECK Agreement No. 7068 WET BARREL BREAK CHECK ASSEMBLY FLANGE X FLANGE 10 E APPL:irl*Tu'N 0141 ALO s NAYSN S4[RFACE SMTDN A —A FULLY CLOSED SE=N I -A FULLY OPEN �A4 5 S 7 k161tl� +�I CD 1' +fir `— 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. « " CD 1S * 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 AT500 PSI) PARTS LIST: TO PART NAME MATERIAL ID TART NAME MATERIAL 1 HYDRANT DUCTILE IRON ASTM A536 65-45-12 15 2 BODY DUCTILE IRON ASTM A536 65-45-12 16 3 DISC 304L STAINLESS SFEEL ASTM A351 CF3 17 4 ,GASKET EPDM ASTM 6284 18 5 LEVER ARM 304 STAINLESS STEEL ASTM A240 19 6 'GUIDE ROD 1303 STAINLESS STEEL. ASTM A484 & A582 20 7 TRAFFIC FLANGE IGRAY IRON ASTM A126 CLASS B 21 $ 5 16' — 18 BOLTS 316 SWNL.ESS ASME B12.2.1 22 9 1LOWER BODY DUCTILE RON ASTM A536 23 10 1 OCTTTE 480 CYANQACRYLATE ADHESIVE 24 11 POSLRON BLOCK 304 STAINLESS SM 25 12 0—RING JR34 EPDM 26 13 FIAT GASKET EPDM 27 W 14 28 Approvals: Dote: LAST REVISED: 8/'30/19 1470 SOUTH 'VINTAGE AVE, ONTARIO CA 91761 # PHONE 800 523-8618 " FAX 800 246-5663 Agreement No. 7068 Albertville Plant 956 Industrial Blvd. Albertville, AL 35950 36000 SERIES BREAK CHECK TRAFFIC FLANGE INSTRUCTION Phone: 256-878-7930 fax: 256-891-6217 muellercomDany.com WARNING: before attempting any repairs, working on, or disassembling the Hydrant (including removing any bolts(s) holding the Hydrant together), sphut iff service Date 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 0 Tools — Appropriate wrenches, lubricant REPAIR INSTRUCTIONS 1. Remove TiafficF/angeBoltsand Nutsfrom Hydrantand discard. 2. Discard broken TiaffcF/ange pieces. 3. Inspect Hydrantand 36000 Bodyfor damage; clean sealing surfaces. 4. Inspect internal components (LeverArm, Disc, Guide Rod and Position Block) for damage and replace if necessary 5. Make sure LeverAnns are seated in 36000 Bodypockets INSTALLATION INSRUCTIONS 1. Install 0-ring provided in the Traffic Kit in Body O-Ring groove 2. Place Hydranton 36000 Body, rotate Hydrantto desired direction. 3. Install Traffic Flange Bolts in Hydrant Flange 4. Place Traffic Flange halves and thread on Traffic Flange Nuts 5. Torque Nuts to 70-90 ft.-lbs. 6. Check for leaks by removing nozzle cap from top nozzle and slightly open nozzle valve. Slowly open the service gate valve. When air is evacuated from hydrant, water will come out the nozzle. Close the nozzle valve and fully open the service gate valve. Check for leaks at all joints paying close attention to repaired joints. MUELLER° 1 ECHOLOGICS°; HYDRO GATEF I HYDRO-GUARDs I JONES" [ MLNEP I MILLIKEN® I PRATN ; SINGEV I U.S. PIPE VALVE ANDHYDRANr F 1312310/S8 Agreement No. 7068 HYDF TRAFFIC FLAM LE 5j16"-18 ARM BOLT GUIDE ROD mom POSITION DISC BLOCK u Page 2 of 2 BO LT NUT O-RING BODY Agreement No. 7068 a MUSLLER brand I 7� vt' 7m., M Agreement No. 7068 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 > AW WA C55o compliant 9> All Ductile iron and Stainless Steel construction D� No orifices in Body, avoiding leak paths a 36oO Hydrant Rotation Back in service quickly after impact � 3-3/a" TalI > Weighs on less than 3o lbs. i�� c HYDRANT r r; TRAFFIC d�y FLANGE „fix' ' ''" BOLT LEVER NUT ARM ®� 5�16"-18 O_RING BOLT GUIDE ROD BODY mom POSITION DISC BLOCK Garacre,ea€o;aradioneboy0ores•raa erprodccas,pleasevisitror.-eswaterpro u+cts,ccmorrIfionestustomerservkeatt800.aa3.3a3. Mueller refers to are or Delz%,•are corporation subsdiaries are legai!y separate and independent enatesWvn pro: d ng prodx6 and ser;kes?M%vp does no,prc,Je produc¢s or ser.restothird parties and and each of its subsidiar°es are cable any Eorrhelra,i= and onrssions and not Jh e m each other.o¢r;a brands ind, de e?:ielleP'. Eeha9cgdts�, H; d;o Gate',Y;dro-Guard'`, HY?.9AX". Jones`, Y.rtusY`.':9i NeC`,a °i!!ikerr', Pratt`",S'nger=,and US, Rpe Vz!•:e e. Hydrant please see •e..e e^s.mue!!ere:p.ccm(ab:c.2[o learn ;Wore Co®y:gh; P 20a4 Jarnes.l-as Conp�:;, LLC AO RigF¢s P.csenred'ihe trademari s.1noeand service marks d.pivied in this dxvnentare the propereyof':'aei?er %'aeer Products,ine..itsaffliates or of er-thrrd to pates or pae:ntaapiir, aro. For derails. I� �r s r� xt+•..��+r•:=�;,paccor: here pn:ducCsam mended for usemprta�Customer Se a'e eta?erapp6ca¢ions. Pteasece^¢ac¢�'aurf��aeller5afe;or rc[e Represe:tat=oa osre:erning a` P other app!,caeio°,$). F 14156 SCe -9 Agreement No. 7068 <.1YOf;" EL kdt N D 0 June 30, 2024 ADDENDUM NO. 1 to PW 24-08: FY 24-25 PAVEMENT REHABILITATION PROJECT ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time is still Tuesday, July 2, at 11:00 am. 2. Please, replace the Bid Schedule pages and use the attached revised Bid Schedule pages I-C-3 to I-C-6 when submitting your bid. 3. Please replace pages V-A-25 and V-A-27 with the attached revised pages and refer to them when preparing your bid. 4. Please see the attached supplemental pages to this addendum, to be referred to when preparing your bid. 5. Plan holders have requested the Plan Holder's List and the Pre -bid Meeting Attendees list. Please see the additional attachments. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Proposal. Failure to provide such acknowledgement shall render the proposal as non -responsive and subject to rejection. Signature: Print Company Name: Date: 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 7068 BID SCHEDULE (Revised 06/26/24) FY 24/25 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 Company Name: Base Bid Items ITEM NO. DESCRIPTION QUANTITY ...... UNIT UNIT PRICE ($) _ .............__...,,,. ITEM TOTAL ($) .._ ..... Mobilization/demobilization 1 including traffic control 1 LS 0 (maximum 5 /o of total bid) 2 2-inch-deep asphalt repairs 15,000 SF Full depth 6" asphalt concrete 3 over 6" crushed aggregate base 2000 SF asphalt repairs 4 Slurry seal Type II application 635,284 SF On slurry seal streets, mechanically remove and 5 restore traffic striping, 1 LS markings, and pavement markers 6 Grind asphalt 2" 404,287 SF 7 .-....... Overla 2" _. 404,287 SF 8 Adjust sewer and storm drain 37 EA manholes to final grade Procure water valve cover 75 EA 9 risers _. .................................................. ............... Adjust water valve 75 _ _ EA .... 10 ...... covers to final grade . On overlay streets, remove 11 pavement markers and restore 1 LS traffic striping, markings, and avement markers Additional cost to upgrade yellow two -stripe -style 12 crosswalks to become ladder- 1 LS style crosswalks (thermoplastic) Subtotal, Base Bid Items I-C-3 Agreement No. 7068 Alternative Bid Items 13 and 14 (1) ermined by the �"'it�r on.an as -needed basis ITEM DESCRIPTION QUANTITY UNIT UNIT ITEM NO. PRICE ($) TOTAL ($) Construct drainage improvements in Alley B- 13 159 per Appendix F plans 1 LS and construction schedule Construct Palm/Loma Vista 6" AC over 6" CAB full - depth pavement 14 reconstruction, slurry seal 1 LS Type II, and striping per Appendix D la out Subtotal, Alternative Bid Items 13 and 14 Include as part of Total Bid I-C-4 Agreement No. 7068 Alternative Bid Items A15-A17 (Determined by the City on an as -needed basis. If Items 15-17 are awarded, either A15-A17 or B15-B17 will be chosen, not both sets.) Alley Rehabilitation 4" asphalt concrete (AC) over 4" crushed aggregate base (CAB) one alley at a time (5-day closure until com letion., any n subg rode and base section plated oyerni: ht,l ITEM DESCRIPTION QUANTITY UNIT UNIT ITEM NO. PRICE ($) TOTAL ($) 4" AC over 4" CAB pavement reconstruction in A15 Alley B-159 bounded by 1 LS Sheldon, Franklin, Penn, and El Sesundo Blvd. 4" AC over 4" CAB pavement reconstruction in A16 Alley B-161 bounded by 1 LS Penn, Franklin, Sierra, and El Segundo Blvd. 4 AC over 4" CAB pavement reconstruction in A17 Alley B-151 bounded by 1 LS Sierra, Franklin, Lomita, and El Se do Blvd. Subtotal, Alternative Bid Items A15 through A17 Include as part of Total Bid I-C-5 Agreement No. 7068 Alternative Bid Items B15-B17 (Determined by the City on an as -needed basis. If Items 15-17 are awarded, either A15-A17 or B15-B17 will be chosen, not both sets.) Alley Rehabilitation 4" asphalt concrete over 4" crushed aggregate base one alley at a time such that an entire alle w reconstruction is completed in one dayto minimize the impacto businesses ITEM DESCRIPTION QUANTITY UNIT UNIT ITEM NO. PRICE ($) TOTAL ($) .... .........w ...._. ............... 4" AC over 4" CAB one - day pavement reconstruction in Alley B- B 15 159 bounded by Sheldon, 1 LS Franklin, Penn, and El Se do Blvd. 4" AC over 4" CAB one -day pavement reconstruction in B 16 Alley B-161 bounded by 1 LS Penn, Franklin, Sierra, and El Segundo Blvd. 4" AC over 4" CAB one -day pavement reconstruction in B17 Alley B-151 bounded by 1 LS Sierra, Franklin, Lomita, and El Segundo Blvd. Subtotal, Alternative Bid Items B15 through B17 Include as part of Total Bid Please note, if Alternative Items 15-17 are awarded, either Al 5-A17 or B 15-B 17 will be awarded, not both. TOTAL BID FOR ITEMS 1-B17 IN FIGURES = TOTAL BID WRITTEN IN WORDS: All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. I-C-6 Agreement No. 7068 Payment for CONSTRUCT WATER MAIN DROP UNDER NEW CATCH BASIN shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. 6-0. ALTERNATIVE BID ITEM 14: CONSTRUCT PALM/LOMA VISTA 6" AC OVER 6" CAB PAVEMENT RECONSTRUCTION, SLURRY SEAL TYPE II, AND STRIPING See Appendix D. Alternative Bid Item 14 seeks to reconstruct asphalt that has suffered water damage from a recent water main break in the W. Palm Ave./Loma Vista St. area. The contractor shall remove and reconstruct the asphalt in the areas shown in Appendix D. Should the Contractor, after excavation, notice areas adjacent to those shown also needing reconstruction, the Contractor shall inform the City Inspector prior to reconstructing the pavement in the immediate area. After reconstruction is complete, Type II slurry seal and replacement striping shall be installed as per these specifications. Advance notification of affected residents is required for all aspects of this construction. Payment Payment for CONSTRUCT PALM/LOMA VISTA 6" AC OVER 6" CAB PAVEMENT RECONSTRUCTION, SLURRY SEAL TYPE II, AND STRIPING shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. 7-0. ALTERNATIVE BID ITEMS A15-A17: Alley Rehabilitation 4" asphalt concrete (AC) over 4" crushed aggregate base (CAB) one alley at a time (5-day closure until completion, any open subgrade and base section plated overnight) If Alternative Bid Item 13 is awarded, the item shall be constructed prior to construction of Alternative Bid Item A15. Asphalt reconstruction in each of these alleys, if items A15, A16, or A17 are awarded, shall begin and be completed within a five-day period. Open areas of subgrade or base shall be plated overnight. Lighted barricades shall be used overnight to close alley sections not yet ready for public use. Prior to reconstruction work, the Contractor shall 1. Submit residentibusiness notification to the City for review and approval. 2. Submit a traffic control plan prepared by a licensed traffic engineer for each alley construction, for review and approval. 3. Inform Dig Alert to have underground utility locations marked. 4. Notify affected residents and businesses adjacent to and within one block of the V-A-25 Revised Agreement No. 7068 alley of the work to occur, at least two weeks in advance with written notification. 5. Post No Parking signs where needed, at least 72 hours in advance as per these specifications. 6. Mechanically remove any tree or vegetation roots, if applicable, under the asphalt area down to two feet below grade. 7. Protect in place any underground utility mains, conduits, or service laterals encountered. 8. Ramp the edges of any steel plates used with asphalt prior to leaving the construction area. 9. Backfill and compact the area to 95%. 10. Pave using PG 64-10 hot mix asphalt and tack coat. 11. Adjust any sewer manholes, storm drain manholes, and water utility covers in the alley to grade after paving is complete. Notify affected businesses in advance of the adjustment schedules. 12. Ensure that the new drainage improvement completed for Alternative Bid Item 13 has not been detrimentally affected Payment Payment for BID ITEMS A 15-A 17: ALLEY REHABILITATION 4" ASPHALT CONCRETE (AC) OVER 4" CRUSHED AGGREGATE BASE (CAB) ONE ALLEY AT A TIME (5-DAY CLOSURE UNTIL COMPLETION, ANY OPEN SUBGRADE AND BASE SECTION PLATED OVERNIGHT) shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. Payment for Alternative A15 shall NOT include pavement reconstruction cost already covered by Alternative Bid Item 13, if that item is awarded. 8-0. ALTERNATIVE BID ITEMS B15-B17: Alley Rehabilitation 4" asphalt concrete over 4" crushed aggregate base such that an entire alley reconstruction is completed in one day to minimize the impact to business access If Alternative Bid Item 13 is awarded, the item shall be constructed prior to construction of Alternative Bid Item B 15. Asphalt reconstruction in each of these alleys, if items B 15, B 16, or B 17 are awarded, shall begin and be completed in one workday. Prior to reconstruction work, the Contractor shall 1. Submit resident/business notification to the City for review and approval. 2. Submit a traffic control plan prepared by a licensed traffic engineer for each alley construction, for review and approval. 3. Inform Dig Alert to have underground utility locations marked. 4. Notify affected residents and businesses adjacent to and within one block of the alley of the work to occur, at least two weeks in advance with written notification. 5. Post No Parking signs where needed, at least 72 hours in advance as per these V-A-26 Revised Agreement No. 7068 specifications. 6. Mechanically remove any tree or vegetation roots, if applicable, under the asphalt area down to two feet below grade. 7. Protect in place any underground utility mains, conduits, or service laterals encountered. 8. Backfill and compact the area to 95%. 9. Pave using PG 64-10 hot mix asphalt and tack coat. 10. Adjust any sewer manholes, storm drain manholes, and water utility covers in the alley to grade after paving is complete. Notify affected businesses in advance of the adjustment schedules. 11. Ensure that the new drainage improvement completed for Alternative Bid Item 13 has not been detrimentally affected Payment Payment for BID ITEMS B 15-B 17: ALLEY REHABILITATION 4" ASPHALT CONCRETE OVER 4" CRUSHED AGGREGATE BASE SUCH THAT AN ENTIRE ALLEY RECONSTRUCTION IS COMPLETED IN ONE DAY TO MINIMIZE THE IMPACT TO BUSINESS ACCESS shall be paid at the lump sum price shown in the Bid Schedule. Such payment shall include full compensation for all labor, materials, tools, equipment, and incidentals required for this work. Payment for Alternative B 15 shall NOT include pavement reconstruction cost already covered by Alternative Bid Item 13, if that item is awarded - END OF SECTION - V-A-27 Revised Agreement No. 7068 CITY OF EL SEGUNDO PW 24-08: FY 24-25 PAVEMENT REHABILITATION PROJECT ADDENDUM NO. 1 SUPPLEMENT DATE: June 30, 2024 TO: All Prospective Bidders The following clarifying information and answers to bid questions have been provided below. The information provided in this Addendum has been made available to all prospective bidders and shall be considered as incorporated into the specifications for the above -referenced project. All other portions of Contract Documents and previous Addenda not specifically mentioned in this Addendum remain in force. A. CHANGES TO THE BID OPENING PROCEDURE: City Hall is located at 350 Main Street, El Segundo, CA 90245. Please follow the procedure below for the Tuesday, July 2, 11:00 am bid opening: 1. Instead of the City Clerk's Office, the bid opening will be held in the foyer in front of the Council Chambers on the Main Street (west) side of the City Hall. Having submitted their bid, bidders will wait outside the double doors in the quad until the bid opening. The doors will be opened 15 minutes before the bid opening. Bids will be accepted before 11:00 am only if time allows. 2. Bidders are welcome to submit their bid by the US postal service or other carrier service. However, the bidder is responsible for verifying their bid has been received in the City Clerk's Office rioter to the bid opjenin .. Their telephone number is 310-524-2307. Bidders can also submit bids in person. Please speak with the receptionist at the City Hall East Lobby entrance if you arrive early to submit your bid. Three different projects have bids due on July 2 at 11:00 am. Plan to arrive early enough so your bid may be received, stamped, and logged well before 11:00 am. 3. Bid packages will be opened in the foyer. Bid amounts will be read aloud and recorded on the log sheet and the log sheet will be signed by representatives from the City Clerk's Office and the Public Works Department. The City Clerk's Office will enter additional information on the bid log sheet as needed, after the bid opening. 4. The Public Works Department will email the fully -signed and completed bid log sheet to all planholders within a few hours after the bid opening. B. PRE -BID QUESTIONS AND ANSWERS Question 1: Could you please clarify the basis of award for this job? Is it bid items 1-12, 1-14 or 1— A 17? Answer: DETERMINATION OF THE LOWEST BID WILL BE BASED UPON THE TOTAL OF ALL ITEMS, 1 THROUGH B 17. Question 2: What is the Engineer's estimate? Answer: $3,162,819. Agreement No. 7068 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET, EL SEGUNDO, CA 90245-3813 litt s://w\vw.clse ,undo.ot°,/ roverniiierrt/de idrt�nici�its/tiblie-works/rcq!uest-iitiblic-works-b.id PLAN HOLDER'S LIST Project: FY 24/25 Pavement Rehabilitation Project Project No. PW 24-08 Pre -Bid Job Walk June 25, 2024, at 9:00 am (Mandatory) Bid Opening Date: July 2, 2024, at 11:00 am . . . ...................... . .......... . .... ........... ADDENDUM(S) NAME/ADDRESS TEL/EMAIL SENT ConstructConnect Ph: (800) 364-2059 ext. 42059 Addendum I — Address E: content@constructconnect.com 6/30/24 * 3825 Edwards Rd. Ste. 800, File Sent?: 0 No 0 Yes, Date: 6/20/24 Cincinnati OH 45209 organ Stinson ............................. . . ..................... KCBEX .......... Ph: (661) 324-4921 Addendum 1 — 1 4130 Ardmore Ave. E: kcbex@kcbex.com 6/30/24 * Suite 100 File Sent?: El No H Yes, Date: 6/20/24 Bakersfield, CA 93309 .................................................... Construct Connect ............. . . ..................... .... Ph: (513) 351-7319 Addendum I — 3825 Edwards Rd Suite 800 E: rock.bebero@constructeonnect.com 6/30/24 A Cincinnati, Ohio 45236 File Sent?: El No Z Yes, Date: 6/24/24 Rock Bebero Construct Connect ............... ......... . . ................ Ph: (513) 351-7319 Addendum I — 3825 Edwards Rd Suite 800 E: rock.bebero@construct�conziect.com 6/30/24 A Cincinnati, Ohio 45236 File Sent?: E] No Z'Yes, Date: 6/25/24 Rock Bebero at City Engineer's request Ph: E: A File Sent?: El No Z Yes, Date: ........... . .......... Ph: E: A File Sent?: El No Z Yes, Date: .................... ....... . . . . . ................................ ...... - . . ....... Ph: . ..... E: A . ......... File Sent?: F-1 No M Yes, Date: ... ....... Agreement No. 7068 �...____ ..... _. .... ......................................... ..... ADDENDUM(S) _.. NAME/ADDRESS .._ _ TEL/EMAIL _ SENT All American Asphalt _ _ _..... .............. Ph: (951) 736 7600 _ _ ... Addendum 1 400 E Sixth St E:. tibNlieworks(ii),alialTicr•icaria ,)l alt.co n 6/30/24 1 Corona, Ca 92879 File Sent?: ❑ No M Yes, Date: 6/17/24 Ed Carlson ._...... Excel Paving Company .......... ....... Ph: (562) 599-5841 Addendum 1 — 2230 Lemon Ave E: Estimating@excelpaving.net 6/30/24 2 Long Beach, California 90806 File Sent?: ❑ No ® Yes, Date: 6/17/24 Crissa Phillips ....... Doug Martin Contracting Co., ..... .......... Ph: (714) 441-0513 _....... Addendum 1 — Inc. E: dixie@dougmartincontracting.com 6/30/24 3 220 Foundation Ave File Sent?: ❑ No ® Yes, Date: 6/18/24 La Habra, California 90631 Doug Martin American Asphalt South, Inc., Ph: (909) 427-8276 Addendum I — 2990 Myers Street E: lyles@americanasphaltsouth.com 6/30/24 4 Riverside, CA 92503 File Sent?: ❑ No ® Yes, Date: 6/18/24 Lyle Stone Hardy & Harper, Inc. .. ................. ............. Ph: (714) 444-1851 ext. 121 Addendum 1 — 32 Rancho Circle E: mchurnock .h rdyandharpencom 6/30/24 5 Lake Forest, CA 92630 File Sent?: D No Z Yes, Date: 6/18/24 Morgan Churnock — _......... Toro Enterprises, Inc. _........... Ph: (805) 483-4515 Addendum 1 — 2101 E Ventura Blvd E: estimating@toroenterprises.com 6/30/24 6 Oxnard, CA 93036 File Sent?: ❑ No ® Yes, Date: 6/18/24 Tyson Rising ..... ................... Dash Construction Company, . __ ...... Ph: (818) 795-4811 ._._ Addendum 1 — Inc. E:Info@dashconstructioncompany.com 6/30/24 7 6300 Canoga Ave. File Sent?: ❑ No ® Yes, Date: 6/18/24 Suite 530 Woodland Hills, CA 91367 Jailene Lara .............................................. ONYX PAVING COMPANY __. — _.......... _.._.................. ......... ..... Ph: (714) 632-6699 _ .......... Addendum 1 — 2890 E LA CRESTA AVE E: bids@onyxpaving.nct 6/30/24 8 ANAHEIM, CA 92806 File Sent?: E No Z Yes, Date: 6/19/24 COREY KIRSCHNER Agreement No. 7068 ........ NAME/ADDRESS _... TEL/EMAIL —. ADDENDUM(S) SENT Pavement Recycling Systems, Ph: (951) 682-1091 Addendum 1 — Inc. E: estimating1@pavementrecycling.com 6/30/24 9 10240 San Sevaine Way File Sent?: ❑ No ® Yes, Date: 6/19/24 Jurupa Valley, CA 91752 Trisha Vander Sluis Global Road Sealing, Inc. Ph: (714) 893 0845 Addendum 1 — 10641 Sycamore Ave. E: tri@globalroadsealing.com 6/30/24 10 Stanton, CA 90680 File Sent?: ❑ No ® Yes, Date: 6/20/24 Tri La WE R BUILDERS, INC. ............ Ph: (714) 423-3844 Addendum 1 — 3746 FOOTHILL BLVD E: 6/30/24 11 304 ESTIMATES@WRBCONSTRUCTION.COM GLENDALE, CA 91214 File Sent?: ❑ No ® Yes, Date: 6/24/24 NEZAR ALSMADI California Professional _ Ph: (626) 810-1338Addendum Add endum 1 — Engineering E: estimating@cpengineeringinc.com 6/30/24 16902 San Jose Ave File Sent?: ❑ No ® Yes, Date: 6/24/24 12 La Puente, California (CA) 91748 Evan Me'ia Western Emulsions Ph: 657) 323 3061 Addendum 1- 382 Live Oak Ave E: aibrahim@westernemulsions.com 6/30/24 13 Irwindale, CA 91706 File Sent?: ❑ No ® Yes, Date: 6/24/24 Ahmad Ibrahim ............................ �....... Chrisp Company _....._._..... _ ...... ..._ Ph: (909) 746-0356 ...... Addendum 1- 2280 South Lilac Ave. E: poesterblad@chrispco.com 6/30/24 14 Bloomington, CA 92316 File Sent?: 0 No H Yes, Date: 6/24/24 Panda Oesterblad ........ Superior Pavement Markings ............. — __....._........... . — Ph (714) 995-9100 .......... __ Addendum 1 — Inc E: DanTen@Superiorpavementmarkings.com 6/30/24 15 5312 Cypress Street File Sent?: El No El Yes, Date:6/24/24 Cypress, CA 90630 Darren Veltz ....... ._............. Sequel Contractors, Inc. .......... ............... Ph: (562) 802-7227 m...... .._..... ........ Addendum 1 — 13546 Imperial Highway E: corey@sequelcontractors.com 6/30/24 16 Santa Fe Springs, CA 90670 File Sent?: No ® Yes, Date: 6/25/24 Corey Pack Agreement No. 7068 _..... ......... NAME/ADDRESS _......-_.._.. _ .-..-._. TEL/EMAIL .__---- ADDENDUM(S) SENT ABC Resources, Inc. Ph: (909) 988-0390 Addendum 1 — 1527 W. State St. E: estimating@abcresources.biz 6/30/24 17 Ontario, CA 91762 File Sent?: ❑ No ® Yes, Date: 6/25/24 Shawn Weber Pavement Coatings Co ...... ....... .-......... Ph: (714) 826-3011 Addendum 1 — 1240 San Sevaine Way E: jvbids@pavementcoatiitgs,con7 6/30/24 18 Jurupa Valley, VA 91752 File Sent?: ❑ No ® Yes, Date: 6/26/24 Edgar Aguirre —............ ....._ V&E Treeservice ........ .. ...... _ _ Ph: (714) 293-7520 _......... Addendum 1- 2425 N Batavia Street E: dale@vetreeservice.com 6/30/24 19 Orange, CA 92865 File Sent?: ❑ No ® Yes, Date: 6/26/24 Dale Gee Doug Martin Contracting Ph: (714) 441-0513 Addendum 1 — Company, Inc E: dixie@dougmartincontracting.com 6/30/24 20 220 Foundation Ave. File 'Sent?: Ell No ® Yes, Date: 6/27/24 La Habra„ CA 90631 Dixie Martin ... ...... LCR Earthwork & Engineering, _ ...... ......................................... Ph: (951) 934-3231 Addendum 1 — Corp. E: lcr@lcreai-thworkengineeriiig.com 6/30/24 21 4791 Mt Rainier St File Sent?: ❑ No ' Yes, Date: 6/27/24 Jurupa Valley, CA 92509 Jorge Mendoza _._._. WGJ ENTERPRISES INC. ......, ........ —...... ...... Ph: (562) 218-0504 ...... Addendum 1 — DBA PCI E: estimating@lineuppci.com 6/30/24 22 975 W 1 ST STREET File Sent?: ❑ No ® Yes, Date: 6/27/24 Azusa, CA 91702 Kenneth Ream ................................... ....... Cat Tracking Inc _.�....... _..... Ph: (951) 682-1494 _... Addendum 1 — 17 Commercial Ave E: alex@cattrackinginc.com 6/30/24 23 Riverside, CA 92507 File Sent?: ❑ No ® Yes, Date: 6/27/24 Alex Ferro ........ ....... Interstate Striping & Signs Ph: (805) 558-5384 __._. _... Addendum l — 1200 Lawrence Dr, Suite 340 E: Trevor@interstatestripe.com 6/30/24 24 Newbury Park, CA 91320 File Sent?: E]No ® Yes, Date: 6/30/24 Trevor Madden Agreement No. 7068 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION FY 24125 PAVEMENT REHABILITATION PROJECT PROJECT NO.: PW 24-08 June 25, 2024. 9:00 AM Location: Civic Center Plaza PLEASE PRINT LEGIBLY: NAME COMPANY CONTACT INFORMATION 1 Floriza Rivera City of El Segundo Telephone: 310-524-2361 Email: frivera@elsegundo.org 2 Victor Lopez City of El Segundo Telephone: 310-524-2715 Email: vlopez@elsegundo.org 3 Johnathan Jimenez City of El Segundo Telephone: Email: jjimenez@elsegundo.org 4 Garrett Quaintance City of El Segundo Telephone: Email: jquaintance@elsegundo.org Telephone !JIL{ q_ l / Io(L. �j�7C=.f�f i�� 6F. S Email: Telephone: �`yc yid i 3 q »-. nr ,� Email: Telephone: (562 1 1 6't' ari - U �XGQ� Email:SfiivlltR C nCif 7G.vi A Telephone:��l, ��j' 160() 8 j C e<.- Email: t. .)�a� 1� �� rf�l•rti` Telephone: If `iS 9 Email: ! - •E rlr�� G Kh ftsti Telephone: 10 Email: C ff,� J &L 5t, ()v.,5 tk C= n 3 $ Y ,kctt cr )holk Cal Im Agreement No. 7068 PLEASE PRINT LEGIBLY: NAME COMPANY CONTACT INFORMATION ,� �rr l Telephone-, _L�'.2_b 11 I / Email: Telephone:�-� F12 .� � 4 I Email: tic.. 8 f ��"�IRG�c Teleplton t � f , 13 �t � y Email: '� � 1 `# — 7 3 rtvl -IeLf �� ` (� c 1 e Lc r �rliti'�=1 i v V �L .J G �L ti �2'�/� � C " /C/7/? -,47 Telephone: � c17 C 7( 14 c/Gtlt� Email: oeceq, 5� S t ` C► I e V 4 R (j cV+ f` Telephone:'3 fU 15 S Email: b Telephone: 4-1 4 16 J� !T tf t � .,1 iy� '� C• �� { S )L. T C! 0 5�_-Cr y Email: n _ Telephone: i e _T,) 17 "'4' L s�'fd-- cl 1 3 Jo Email:015 Telephone: 18 Email: Telephone: 19 Email: Telephone: 20 Email: b • �L