The URL can be used to link to this page

CONTRACT 5670 Public Works Contract CLOSEDAgreement No. 5670 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND G2K CONSTRUCTION CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO. PW 18-28 This CONTRACT is entered into this 6" day of March, 2019, by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") an G2 CONSTRUCTION, ("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 One hundred ten thousand seven hundred Dollars ($1111.700,0) 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. Agreement No. 5670 3. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within Thi 30 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: 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. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third -parry 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. 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. Agreement No. 5670 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 Cijy Ken Berkman Public Works Director City of El Segundo 350 Main Street, El Segundo, CA 90245 (310) 524-2356 The Contractor Emilia Levy President G2K Construction 28348 Roadside Dr., #205 Agoura Hills, CA 91301 (818)889-6046 c )nt�ict�t' 4-�2kcojistrLictiot .c,o m Any such written communications by mail will be conclusively deemed to have been received by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. Agreement No. 5670 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor's or the City's obligations under this Contract. 14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County. 15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows: A. This Contract; B. The Standard Specifications; and C. Precedence of documents as determined in the Standard Specifications. 16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Contract will continue in full force and effect. 17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City's city manager, or designee, may execute any such amendment on the City's behalf. 18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature. 19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions, the same as if the words importing such covenants and conditions had been used in each separate paragraph. 20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract. 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents. Agreement No. 5670 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. C4TIYEL GUND ........Gent City Manager Z or ... W Tr *y Weaver, City Clerk APPROVED AS TO FORM: MARK D. HE,NSLE , City Attorney By: _. _._.. David H. King, Assistant City Atton Insurance Reviewed by:fl"__ - 3-I - &w� �� hulia Levy G2K Construction President Taxpayer ID No, 0-01,5� 57' Contractor State License No.: q 1-10 6 6 2 - Contractor Contractor City Business License No.: Agreement No. 5670 PROPOSAL FOR THE CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT Project No.: PW 18-28 Date , 20 %q GZ K 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. EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE Agreement No. 5670 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 DECLARATION 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. 5670 BID SCHEDULE CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Company Name: GIcflor\Ti-v BASE BID ITEMS Item No. Description QTY Unit Unit Price ($) Total ($) 1 Mobilization (not to exceed 5% of the 1 LS `� total base bid) Furnish and install shade structures with the following dimensions: 35 -ft x 20 -ft 2 with 11 -ft height opening, including 2 EA 2.0 OOG ® 4c) 000 engineering, installation of footings, procurement and installation of shade fabric per the plans and specifications. Furnish and install shade structures with the following dimensions: 32 -ft x 2415- 3 ft with 8 -ft height opening, including 2 EA engineering, installation of footings,� /G3G 10dc procurement and installation of shade fabric per the plans and specifications. 4 Miscellaneous improvements as 1 LS $5,000.00 $5,000.00 determined necessary by the engineer. Prepare design drawings and calculations under the supervision of a 4A qualified Professional Engineer, 1 LS `®I®0® } �!0®c� detailing footings, fabrication, assembly and support of all four (4) shade structures. TOTAL BASE BID FOR ITEMS 14A IN FIGURES = TOTAL BID WRITTEN IN WORDS: 0 �r-x4,j e'l h -f vh�ff2h .Sever) h\,)nc�red doUcL(S I -C-3 Agreement No. 5670 (NOTE: THE AWARD TO THE APPARENT LOWEST BIDDER IS BASED ON THE TOTAL OF BASE BID ITEMS 14A ONLY. ALTERNATIVE BID ITEMS SHALL NOT BE CONSIDERED AS PART OF THE LOWEST BID.) All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. BID SCHEDULE CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Company Name: C-1' - I ALTERNATIVE BID ITEMS Item No. Description QTY Unit Unit Price ($) Total ($) In lieu of line item 2, furnish and install shade structures with the following dimensions: 50 -ft x 20 -ft with 11 -ft 5 height opening, including engineering, 2 EA 2�0cbc'a 52000 installation of footings, procurement and installation of shade fabric per the plans and specifications. Fabricate steel members related to bid 6 line item #2 to allow for future light and 1 LS 1 V c)oo t p� c,00 electrical installation. I -C-3 Agreement No. 5670 BIDDER'S INFORMATION Company Name: G Z \L -1-'V1C, BIDDER certifies that the following information is true and correct: Form oflr .gal Entity (i.e., individual, partnership, corporation, etc.) co �CrOV) If corporation, ' rp on, State of Incorporation (i.e., California) C 0. Business lT Z {- OOVNb�' \AQ��OV) , JY\C - Address Z (6 3A % RO CA ASiCU O 0 i, 205 Telephone No. �S-%C( -(OO Facsimile No. C6 - r6S CA - 6 d q D Ctate Contractor'-, T,irence No and Class, q Lr O � z 9 g 17 f 6 p 1Z 1 31 Iq Original Date Issued _ � � Expiration Date The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: "\ \�cA Lev The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: d(NA \OV All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: G Zoo Cvv\sAv-\.&eA\.ovn, 'Ac. C cAu sed I -C-4 Company Name: Agreement No. 5670 BIDDER'S INFORMATION (CONTINUED) Crz1— COv�� i c�C� co v1�✓1C . Bidder shall list the name of the person who attended the mandatory pre-bid job walk: Name: `(`n Lee, v' Title: (;' V1 S� f v� ��OYI �iGl'r�,. , QcM e SS I -C-5 Agreement No. 5670 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, H � k and seals of all aforenamed principals this 24tday of , 2019. BIDDER G ZY, N NA 5�� ua k0'4) , Lv\C Subscribed and sworn to this _ day of 20_ NOTARY PUBLIC [-C-6 Agreement No. 5670 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 Subscribel and sworn t O(or affirmed) before me on this day of n by , c.... proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. ..' BAHRAM EFTTE�tHARI NOTARY PUBLIC •IFORNIA ry ° LOS ANGELES COUNTY COMMISSION #2162854 Commission Expires August 18, 2020 vrr r w ..wwra r s r+ r w ry na w. ure %rive'- Sr r (Sim" �igna`�"'" Agreement No. 5670 Bond No.: CNIGB0004163 PROPOSAL GUARANTEE BID MOND CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW I8-28 KNOW ALL MEN BY THESE PRESENTS that, G2K Construction, Inc. , as BIDDER, and Argonaut Insurance C"omlaan,y, as SURETY, are held and firmly bound unto the City of EI Segundo, in the penal sum of Ten Percent of ** DOLLARS ($1!J, , which is ten (10%) percent of the total Amount bid by BIDDER to the City of EI Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project, if said bid is rejected. or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this 24th day of January 0 2019 . BIDDER* G21K Construction, Inc. Phone No.: 818-889-6046 28348 Roadside Drive, Suite 205 , Agoura Hills, CA 91301 SURETY* Argonaut Insurance Company Phone No.: 866-363-2642 c/o C'VIf0. — 20335 Ventura Blvd., Suite 426, Woodland Hills, CA 91364 Stepleanie hope Shear, Attorney-in-fact Subscribed and sworn to this 241h day of January , 20 19. NOTARY PUBLIC W�_.v *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. **Their Greatest Amount bid I -C-7 ***10% of G.A.B. Agreement No. 5670 CMGB0004163 Argonaut Insurance Company $0.00 Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: ..GL l v ," "lo I& Losiiio, Steoh iflc ]o e Slrcar Their true and lawful agent(s) and attomey(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: $10.000.000.00 This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the 8th day of May, 2017.wwwaww"cow.,. Argonaut Insurance Company URapN g " FF SEAL. by: Tartu _ . ........ yet rwura ,� Joshua C. Betz, Senior Vice President STATE OF TEXAS w w"w"wwwww" COUNTY OF HARRIS SS: On this 8th day of May, 2017 A.D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument is now in force. l. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written lun `i (l. qy 1, io Www TL-xas nave op µ,. n II°APu.oa Ea N M. UweEIf K C, llwVuot ,yai„pzl�' «� (Notary Public) -15 2021 COMM Eq.was 07 Mwi u; . w. va , " Y&❑? ty ID 55790.9 1, the undersigned Officer ofthe Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY ofwhich the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 24th day of Januaq _ 2019 "".yx kw wu ww.,.;w www �.4:AL c4 Sarah Heineman , VP -Underwriting Surety THIS DOCUMENT IS NOT VALID UNLESS THE WORDS ARGO POWER OF ATTORNEYARE IN BLUE. IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (210) 321 - 8400. Agreement No. 5670 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 NX 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 A2S ANGELES On dAIV Z 4 19 before me, SHIRLEY GIGGLES, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared STEPHANIE HOPE SHEAR Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized 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. SHIRLEY GIGGLES fL Notary Public - California `' Los Angeles County �w,„ Commission # 2163817 " My Comm Expires Sep 7, 2020 Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS y hand a d official seal. Signature Sign \, Notary Public 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: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: , ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ©2014 National Notary Association - www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 Agreement No. 5670 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: g y 0 6 6Z Class No.: 15 2. The expiration date of BIDDER'S Contractor License is:. ItiI f -31 -m20 01 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 eG , 20 q, at. l� Y �l �O\S C uV %f V\\C1 � i �" (insert City and State where Declaration signed). Typed Name Title &2 � Co0->irUA(0V1, 3.v, Company Name I -C-8 Agreement No. 5670 NON -COLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID (pursuant to Cal. Pub. Contract Code § 7106) The undersigned declares.. I am the Pf e,-Vkd-etti- of -'Z t the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of pe1jUry under the laws of the Statept" Cali that the foregoing is true and correct and that tliis declaration is executed on VC � '01 date], at 1 U rtW[city], CA [state]." ikday of.. this (1�G 120 _� l� f,VYv, \,.r1�-t- ...................._......�........... Name ?ce S.'Cit"F Title k t o re I -C-9 Agreement No. 5670 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: G 2 � co Y�SA'f UCA ldd1, SVC . Business Address: -Z4S 3 Lksb (�U a ctska P Or. -tZUS Q130 f _. ...... Telephone Number:( "� �ct - 01A ro h Dated this 2 day of , 20 I -C-10 Agreement No. 5670 DESIGNATION OF SUBCONTRACTORS CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 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. Name of Subcontractor H e a wi yci �� ! h t. 0regf tetra Reo r fiv Address ( ) �� u s�tr..l;.�I 4 d r� Subcontractor's Contractor License No. Nod iR 1�c e Description of Portion of Work Subcontracted 5h d Sir Imes Estimated $ Amount 4t 000 (City, Zi Code) y p r ro Woo , � 301► (Make copies of this page if additional space is/ needed) Signature of Bidder Date Agreement No. 5670 REFERENCES Company Name: G 2 V- CO ' �� ( V4 p- ° � o V1 , !-V)( a The following are the names, addresses, and telephone numbers for public agencies for which BIDDER has performed similar work as the prime contractorormajor subcontractor within the past five (5) years: J OL (A I Project Title, i4r v� o Vkk �'OA , C q aA e v eke. 5 ........... C( Location: CO�P_Cker of- A-Itp Cav\"'Ov\'�' �SC'V-AOI� CJ(A1F%,A Name and address of owner Y' VJ Wi 60— 1 Name and current telephone number of person familiar with project Type of Work: V\ - LX) : —.- -%V Contract amount: $3 Date pm % L'C5_- - Amount of work done by mylour Finn under contract $2,,q9 ........... 0 0 Did your firm have any financial interest in Project? mITmm Log Project Title: tk Vo a -f V,(aI irv, Location: CoVkey�p AN -e CCA. V-'%'1 ovIs 'Dckk&kVAX it 0 0 VVI VA V. V\ D� 54� t Z -5 - C� ev 0, a vv�� X�� t't Name and address of owner I- S -Z S3 Name and current telephone number of person familiar with project Type of Work: -' " 0 Q C,� 0 Irl Contract amount: $ 0 0 Date completed: Z-0 t 61 Amount ofwork done by myiour firm under contract $ S a , % t - O'D Did your Firm have any financial interest in Project? Agreement No. 5670 4:r ly 3, Project Title: C C, vJ " (e, - � Location: "2->k cjkVNCk ��\Qe 30 Name and address of Ir Mr-�VNCAC (?I— Name and current telephone number of person familiar with project Type of Work: e v,� o �J a, 0 V Contract amount:$ 2 5S , 0 00 Date completed: Amount of work done by my/our firm undercontract $ Z51T)I 0 00 00 Did your firm have any financial interest in Project? 4. PrcjectTitle: Location, 14 V5 VC) a v� Sca vN 0� oJu v, Q k A 0 16 U Name and address of owner Name and current telephone number of person familiar with project: Type of Work: 0 U ct k C) V� Contract amount:$ 000,00 Date completed: — zo i L, Amount of work done by my/our firm under contract $--� 00 Did your firm have any financial interest in Project? ......... . 5. Project Title: °p V4wv-N r 0 Ck �,xv� ec� Location: 'f,% IS110"VII s n Name and address of owner' �Z,C,V� Mck C Name and current telephone number of person familiar with project: I -C- 13 Agreement No. 5670 Type of Work: e(1 10 4 100 Contract amount: $ , I cl 0 a 643 00 Date completed: Ci � Amount of work done bymylour form under contract , Did your firm have any financial interest in Project?. ,. �) Bidder may attach additional reference pages if itecessary. The Following are the names. addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds: \ W- 1, ...._....__� ...��` ..m. �� L am 12,03 Agreement No. 5670 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Company Name: G7Y- CO vAG�V uC�C�UYI ,,V`C - 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. l , Have you ever been disqualified from any government contract? Yes ❑ No 2. If yes, explain the circumstances: N 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 ta- 'Cs Signature 1EM',\ 1A Levy ..... _ .................. Name (Please Print) I -C-15 Agreement No. 5670 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28, Company Name: 2 C()VVA(UC�W Y), 7,0C 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." ti Bidder's Signature Date I -C-16 January 23, 2019 ADDENDUM NO. 1 to Agreement No. 5670 THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 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 EI Segundo: 1. The bid due date and time is still Tuesday, January 29, 2019, at 11:00 am. 2. For clarification, Contractor may invoice for purchase of materials prior to installation of the product. A receipt of material purchase must be provided with invoice. 3. The bid table has been updated to break out the structural design and calculation costs associated with all four (4) shade structures. Section IV, Measurement and Payment, has been updated accordingly and attached to this addendum. 4. The shade structure description in the bid table and Section V, Technical Specifications, does not currently match the figure shown in Attachment C. The City of El Segundo is requesting that the two (2) shade structures over the outer perimeter benches be 32 -feet x 15 -feet x 8 -feet. The bid table and Technical Specifications have been updated accordingly. 5. For clarification, the Contract Time of 30 working days is for construction at the site only. Additional time will be given to account for structural design drawings / calculation submittals, City of El Segundo permit approval process, and lead times for procuring materials. The following substitution requests were received on or prior to January 20th, 2019: Page 1 of 2 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5670 a. Custom Canopies, Intl. Inc. — The City has reviewed all of the documents received and determined that the product is not acceptable as a base bid substitute product. The warranty differences between the base bid specification and the substitute specification were inconsistent. b. Skyways by Landscape Structures pre-engineered shade structures — The City has reviewed all of the documents received and determined that the product is not acceptable as a base bid substitute product. The submittal was considered sufficient to evaluate the product. The renderings provided did not replicate the design the City is intending to install. A few other factors were also considered in not being equal. 7. For this project, the acceptable classes of license shall be "A" or "B" or "C-61, D- 3", as classified by the Contractor's State License Board. 8. Geotechnical data from 2007 is provided herein for reference only. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. ,/� JJq Signature Date: 2 w____ Print Company Name: � Page 2 of 2 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 January 29, 2019 ADDENDUM NO.2 to Agreement No. 5670 THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 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 has been postponed to Tuesday, February 5, 2019, at 11:00am in the City Clerk's office, 350 Main Street, El Segundo, CA 90245. a. The Notice Inviting Bids has been updated and is included as an attachment to this addendum. 2. At this time, it appears the City may not receive competitive bids for this project. We have decided to allow additional products to be bid as an acceptable shade structure. Another addendum will be forthcoming to identify the structures. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: _ Date: y Print Company Name: .................. Page 1 of 1 350 Main Street, EI Segundo, CA 90245-3895 .(310) 524-2300 Fax (310) 640-0489 Agreement No. 5670 January 30, 2019 ADDENDUM NO.3 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 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 is Tuesday, Februata 5 20.1.9, at 11:00am in the City Clerk's office, 350 Main Street, El Segundo, CA 90245. 2. The City stands by the determination made regarding the substitution requests. However, in order to receive a competitive bid, the products to be bid as acceptable shade structures are as follows: a. Custom Canopies Intl. Inc. b. Skyways by Landscape Structures c. USA -Shade d. Shade by Superior Recreational Products Specifications for all of the above products are attached to this addendum. All acceptable product manufacturers must provide a minimum 10 -year fabric warranty and 20 -year structural integrity warranty. The product must also be designed to replicate the Shade Comforts renderings and dimensions as shown in the original specifications for this project. Page 1 of 2 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5670 As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. 11 Signature: a r Date: Print Company Name: 1. U v S 1(C C� k dvl1 V1 C ......... ......... ........_ Page 2 of 2 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5670 This page is part of your document - DO NOT DISCARD Z.01 9 Z3870J II II II I I II I I III II II II V I I I I I Recorded/Filed in Official Records Recorder's Office, Los Angeles County, California 03/18/19 AT 01:06PM FEES: TAXES OTHER SB2: PAID: 11111111111111111111111111111111111111111111111111111111111111111111111111 LEADSHEET 111111111111 I'll 111111111111111111111111111111111111111111111111 201903183350021 00016377462 UdWum��iwuii�u 009696816 SEQ: 01 DAR - Counter (Upfront Scan) I�IBIIIIINIIIIVIItlIIlYI1NIIIIVIII�INII�� IIIIVIIIYINVINIINIIIIIIN�VIIIIIUWIIIIII THIS FORM IS NOT TO BE DUPLICATED E646115 Pa++�es: 0008 38.00 0.00 0.00 75.00 113.00 A& RECORDING REQUESTED -BY: WHEN RECORDED r/�+1/MAIL TO: ) NAME C.- I y OF (� / C- S c- al N� 0 MAILINGAOORESS �/ 50 ST CITY, STATE and ZIP CODE Ct_.S O/'f 1 rq _D,rq Co. Agreement No. 5670 SPACE ABOVE THIS LINE RESERVED FOR RECORDER'S USE TITLE(S) .............. Agreement No. 5670 LABOR AND MATERIALS BOND CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Bond No. CMGP0002034 Bond Fee: Included in the Performance Bond G2K Construction, Inc. as principal ("PRINCIPAL") and Argonaut Insurance Company , a corporation incorporated under the laws of the State of Illinois and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of One hundred teas thousand swen hundredo tars ('1110 700.00 0 , 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 person, 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 CAMPUS E.I., SEGUNDO SHADE STRUCTURE PROJECT, SPECIFICATIONS NO, PW 18-28 ("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 Ili is 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 ofsuch default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 18-28, and the public works contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 18-28), which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division, 2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment. 3. PRINCIPAL will pay for all materials and other supplies, for equipment Agreement No. 5670 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 18-28, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. (SIGNATURES ON FOLLOWING PAGE p'ID 2 ESs 2 2 0) C, V0 q 21 PO S A I- C: L -- SC Gc-04-00 02q-5 SIGNED AND SEALED this 6th day of G2K Construction, Inc. AL's PRES1 NiT AL's SECRETARY PRINCIPAL's MAILING ADDRESS: 28348 Roadside Drive Suite 205 Agoura Hills, CA 91301 Agreement No. 5670 I _March 2019 ... - �. Ar,Bona I sura r iia y w.1 SURE .,fir's T Gab ' iia G d A orney-In-Fact i SURETY's EC W /o tq — 20335 Venturalvd., Suite 426 Woodland Hills, CA 91364 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. 5670 Cosi ate pint to 995.640(a) Code of Civil Procedws I, C �- AN , County Clerk of the County of ,. , , State of CaldOrnia, in and for said County UO HEREBY CERTIFY `'HAT. Arlo Vk " emits to of authority as an admifted stKety Isi the California u r � Corrto t�ssrona r e rthon rt Insurer to trran surety msurtance in W (We at Calatornsa, aro dwl based on the reo s shown in the Departrnent of ; &L Wce websIt e, that authority nas not been surrendered, revoked, canceled, :nnuked, or suspended. TesftwW f set m have hereunto y hand and affixed the seal of C COUNTY CLERK By: Deputy County Cift Agreement No. 5670 CMGP0002034 Argonaut Insurance Company $2,214.00 Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: Qab.Eigfla Grady. mulo I&Prs' m i, zr r Their true and lawful agent(s) and attomey(s)-in-fact, each in their separate capacity if rrrore than one is narned;above,'to"make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts„ agreements of indumnity and other undertakings in suretyship provided.„ however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: 1 tl.tlOihO(li?,Oil This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the 8th day of May, 2017, ..�«�»_..Argonaut Insurance Company �� SEAL,p by. � .. ...... ................ � t Joshua C. Betz, Senior Vice President STATE OF TEXAS COUNTY OF HARRIS SS:. On this 8th day of May, 2017 A.D.," before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by'the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. alb Y+dus[avy " `Y� UlAnYY c�ATirFw n rr�Ya�u�li;, Sr,eaN a Comm _xpSres 07-15-a�..�,.._A_..I. t a (Notary Public) I, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the dear of"said Company, on the 6th day of March 2019.1 °0 '- d ., a948 Sarah Heineman , VP -Underwriting Surety tA,1Y,P Y11. �YM THIS DOCUMENT IS NOT VALID UNLESS THE WORDS ARGO 1?01kk ' P,&1"0RNr,,VARE IN BLUE. IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (210) 321 - 8400. Agreement No. 5670 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 MAR n 2019 before me, SHIRLEY GIGGLES, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared GABRIELLA GRADY Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized 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. Ll 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 d official seal. d� fi SHIRLEY GIGGLES Notary Public - California z County Signature a Los Anil i s C051nnission 1 21o'S17 m 7, 2020 Sig of Notary Public t Comm re S 9p 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: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s):. _........... ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing:._— Signer's Name:, ..... ❑ Corporate Officer — Title(s): _ . ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: - ........ Signer Is Representing: 02014 National Notary Association • www.NationaiNotary.org - 1 -800 -US NOTARY (1-800-876-6827) Item #5907 - ....... ........ 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 �,c- Aor WWW.... ) CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT On �3 o"tD before me me r title oFtn ._-� (here Insert naa offi:prr) personally appeared q 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 OPTIONAL INFORMATION AL SO AI ow,#21.00448 f �" ' yr N'ntasy G�ridbn�t)akiiofnla U!, 4? ANGEL SCON'y try N Mill, Exp, MAR, 12, 2019 (Seal) Although the information in this section is not required by law, it could prevent fraudulent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document The preceding ument titled/forpurp thq purposeof f Acknowledgment�s a t a p P .. B� --_..__ 1111 containing 3 pages, and dated The signer(s) capacity or authority is/are as: ❑ Individual(s) ❑ Attorney -in -Fact ❑ Corporate Officer(s) ❑ Guardian/Conservator ❑ Partner - Limited/General ❑ Trustee(s) ❑ Other: 30 /'9O� Title(s) representing: --...-....-.-................N.a�me(s) of Person(s) or Entity(les) ..S.g.,. ...........�..,,,,.,e Signer Is Representing esenting 0 Method of Siclner Identification Proved to me on the basis of satisfactory evidence: Lo Form(s) of identification O credible witness(es) Notarial event is detailed in notaryjournal on: Page # Entry # Notary contact: Other ❑ Additional5igner(s) ❑ signer(s)Thumbprint(s) © Copyright 2007-2014 Notary Rotary, Inc. PO Box 41400, Des Moines, IA 50311-0507.. All Rights Reserved, Item Number 101772 Please contact your Authorized Reseller to purchase copies of this form. Agreement No. 5670 This page is part of your document - DO NOT DISCARD 19 2"03) 875 IIIIIIIIIIIIIIIIIIIIVIII IIIIIII III IIIIIIIII IIIIIIIII III Recorded/Filed in Official Records Recorder's Office, Los Angeles County, California 03/18/19 AT 01:06PM FEES: TAXES 38.00 0.00 OTHER: 0.00 SB2: 75.00 PAID. 113.00 III 11 I 111111111111111111111111111111111111111111111111111111111111111 LEADSHEET III I V111111111111111111111111111111111111111111111111111111 201903183350021 00016377463 �mnnmiiii�iuin 009696816 SEQ: 02 WaZ umnmuuuCounter i(Upfront AuScan) THIS FORM IS NOT TO BE DUPLICATED ui E&7G715 RECORDING REQUESTED BY: WHEN RECORDED MAIL TO: NAME C I -r) OF ��/Y � E� L S6 6 /-j S0 d b MAILINGADDRESS 3�V v 0 f (*20190238754* CITY, STATE and ZIP CODE CL - S 6U (�� i'1 G �i 2 i� -- �' D 7 Cc V �`� Agreement No. 5670 201 IIIYI111 8ll1lll91'l1lllll1ll1l SPACE ABOVE THIS LINE RESERVED FOR RECORDER'S USE TITLE(S) AnawasunmW Agreement No. 5670 FAITHFUL PERFORMANCE BOND CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Bond No. CMGP0002034 Bond Fee: $2,214.00 G2K Construction, Inc. ("PRINCIPAL") and Ar onaut Insurance Company , a corporation incorporated under the laws of the State of Illinois and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of One hundred ten thousand. seven hundred Dollars ($110.700.00 , lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 18-28, 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 18-28, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 18-28) which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. CITY has estimated the required amount of the bond as shown above. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project's completion and acceptance by CITY. Agreement No. 5670 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 18-28 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted; and 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] 5�g 12c=ss 22C I rM ofSvc; G S& Gu N,30 C (�. j 02Li.5 SIGNED AND SEALED this 6th day of G2K Construction, Inc. AL's PREMENT S IS AL's AL' c� SECRETARY S Agreement No. 5670 March 2 19 gona x't nsurai a ox parry, iR 's Sig ib fella " y, A rae,f_1s�-1M act IR.EY";t SEtRE Y PRINCIPAL's MAILING SURETY's 'IAILINJt;-KESS: ADDRESS: 28348 348 Roadside Drive Suite 205 uy 0 5„V t w Blvd., Suite 426 Agoura Bills CA 91301 " cm /fir ��'"`•---20335 Ventura Blvd. S m„ g u a , Woodland Hills CA 9136 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. 5670 At Z'rIL 7711 ` A 7➢a V Agreement No. 5670 CMGP0002034 Argonaut Insurance Company $2,214.00 Deliveries Only: 225 W. Washington, 24th Floor Chicago, IL 60606 United States Postal Service: P.O. Box 469011, San Antonio, TX 78246 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint: G (Q and S. PY."ilglijolle Slicir. Their true and lawful agent(s) and attomey(s)-in-fact, each in their separate capacity if more than one is named.above, to'"make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of 10,000,i�altD,OR'1 This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of Argonaut Insurance Company: "RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Argonaut Insurance Company has caused its'offioial seal to be hereunto affixed and these presents to be signed by its duly authorized officer on the 8th day of May, 2017. .,Mwaw� ,* Argonaut Insurance Company ,�°��,�, ��T�"�"�"•. � � gip"' �, by: ... 0 Joshua C. Betz, Senior Vice President STATE OF TEXAS COUNTY OF HARRIS SS: On this 8th day of May, 2017 A.D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the Board of Directors of said Company, referred to in the preceding instrument is now in force. 1N TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. wew,wror KC,T4iI..EE4� Pti�_ N?Pr.EKS:.: ALS UA n �... ..__� " w ,„ 1141OT srV IPUbli.;, STAte ure *X,1r, (Notary Pu Public) •.'"✓+eiiwwµ tAadq. V 10 5571,402.8 I, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of tiard Ct iujiiny, pp the 6th day of March " 2019 " 0. 1 1948 Z, .F Sarah Heineman VP -Underwriting Surety "�'��"rrr,Nrwwx THIS DOCUMENT 1S NOT VALID UNLESS THE WORDS ARGO POWER OF ATTORNEYARE IN BLUE. IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (210) 321 - 8400. Agreement No. 5670 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 Onbefore me, hAR 0 6 2019 SRiiRLEY GIGGLES NOTARY PUBLIC , Date Here Insert Name and Title of the Officer personally appeared GABRIELLA GRADY Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized 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. (,)` GIGGLES Notary Public California a 'i Los Rngeles County Commission # 2163817 Comm. 7 2020 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 ano official seal. Signature Sign crfz tart' 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: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s):. ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing:., Signer's Name: ❑ Corporate Officer — Title(s): _............. .... ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: . Signer Is Representing:...... 02014 National Notary Association - www.NationaiNotary.org - 1 -800 -US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA CERTIFICATE OF ACKNOWLE 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, accttrac'w„ or validity of that document.. State of California County of 'LD ' � On before me, (here insert name an We 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. rcu'f;rlw+i.�s s�wd+"�u.&I�s1�+�rww"�r-,�upbn �aw�"b W� � ,rur�' eNmre�u. fti i. Rt,r f� HAIM w �' (%48 gn WITNESS my hand and official seal.sa,�� tt�ad/ iti`�6ipeOrrltk oT Signature (Seal) Optional Information Although the information in this section is not required by law, it could prevent fraudulent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document. Description of Attached Document ❑ Guardian/Conservator ❑ Partner-Limited/General ❑ Trustee(s) ❑ Other: representing: Name(s) of Person(s) or Entity(ies) Signer is Representing Method of Signer Identification Proved to me on the basis of satisfactory evidence: O form(s) of identification Q credible witness(es) Notarial event is detailed in notaryjournal on: Page # Entry # Notary contact: Other ❑ Additional Signer(s) ❑ Signer(s)Thumbprint(s) Copyright 2007-2016 Notary Rotary, Inc. PO Box 41400, Des Moines, IA 50311-0507.. All Rights Reserved, Item Number 101772.. Please contact your Authorized Reseller to purchase copies of this form.. January 23, 2019 ADDENDUM NO. 1 to Agreement No. 5670 THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 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, January 29, 2019, at 11:00 am. 2. For clarification, Contractor may invoice for purchase of materials prior to installation of the product. A receipt of material purchase must be provided with invoice. 3. The bid table has been updated to break out the structural design and calculation costs associated with all four (4) shade structures. Section IV, Measurement and Payment, has been updated accordingly and attached to this addendum. 4. The shade structure description in the bid table and Section V, Technical Specifications, does not currently match the figure shown in Attachment C. The City of El Segundo is requesting that the two (2) shade structures over the outer perimeter benches be 32 -feet x 15 -feet x 8 -feet. The bid table and Technical Specifications have been updated accordingly. 5. For clarification, the Contract Time of 30 working days is for construction at the site only. Additional time will be given to account for structural design drawings / calculation submittals, City of El Segundo permit approval process, and lead times for procuring materials. 6. The following substitution requests were received on or prior to January 20th, 2019: Page 1 of 2 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5670 a. Custom Canopies, Intl. Inc. — The City has reviewed all of the documents received and determined that the product is not acceptable as a base bid substitute product. The warranty differences between the base bid specification and the substitute specification were inconsistent. b. Skyways by Landscape Structures pre-engineered shade structures — The City has reviewed all of the documents received and determined that the product is not acceptable as a base bid substitute product. The submittal was considered sufficient to evaluate the product. The renderings provided did not replicate the design the City is intending to install. A few other factors were also considered in not being equal. 7. For this project, the acceptable classes of license shall be "A" or "B" or "C-61, D- 3", as classified by the Contractor's State License Board. 8. Geotechnical data from 2007 is provided herein for reference only. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: Print Company Name: Page 2 of 2 Date: 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5670 CONTRACT DOCUMENTS PLANS & SPECIFICATIONS FOR CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET EL SEGUNDO, CA 90245 310-524-2300 http://www.elsegundo.org/depts/works/bids rfps.asp http://www.eIsegundo.org/depts/works/proj ect_request_contact_form.asp MANDATORY PRE-BID MEETING TUESDAY, JANUARY 15, 2019 AT 1:00 PM AT THE CAMPUS EL SEGUNDO SOCCER FIELDS, 2201 E. MARIPOSA AVE, EL SEGUNDO, CA 90245 BEDS DUE TUESDAY, JANUARY 29, 2019 AT 11:00 AM Agreement No. 5670 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, JANUARY 29, 2019 IN THE OFFICE OF THE CITY CLERK CITY HALL 350 MAIN STREET EL SEGUNDO, CALIFORNIA 90245 AT WHICH TIME THEY WILL BE PUBLICLY OPENED 2 Agreement No. 5670 SPECIAL INSTRUCTIONS TO CONTRACTORS Contractors are required to review section 7-3 of the STANDARD SPECIFICATIONS, pages II -B-24 thru II -B-26 "LIABILITY INSURANCE". ONLY CONTRACTORS ABLE TO OBTAIN AND FURNISH THE REQUIRED COVERAGE AND ENDORSEMENT "ISO" FORMS SHOULD CONSIDER SUBMITTING A BID PACKAGE. The Contractor will be required to apply and obtain an Encroachment Permit from the City Public Works Department as well as any applicable Building/Safety Permit from the City Building Planning and Building Safety Department. The permits will be issued on a "no -fee" basis. The Contractor shall be responsible for calling the Building Safety Division for inspections. All noted deficiencies shall be corrected by the contractor. The project will not be accepted as complete until the contractor obtains a final sign -off from the Department of Planning and Building Safety. Agreement No. 5670 TABLE OF CONTENTS SECTION I — LEGAL A. NOTICE INVITING SEALED BIDS B. BIDDING INSTRUCTIONS 1. DEFINITION 2. BIDDER'S REPRESENTATIONS 3. BIDDING DOCUMENTS 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 5. PRODUCT SUBSTITUTIONS 6. SUBCONTRACTORS 7. ADDENDA 8. PRE-BID CONFERENCE 9. FORM AND STYLE OF BIDS 10. BID SECURITY 11. MODIFICATION OR WITHDRAWAL OF BID 12. OPENING OF BIDS 13. REJECTION OF BIDS 14. AWARD C. PROPOSAL I. PROPOSAL, FIRST PAGE 2. BID SCHEDULES a. BASE BID 3. BIDDER'S INFORMATION 4. BIDDER AND NOTARIAL ACKNOWLEDGEMENT 5. PROPOSAL GUARANTEE BID BOND 6. CONTRACTOR'S LICENSE DECLARATION 7. NON -COLLUSION DECLARATION 8. WORKER'S COMPENSATION CERTIFICATION 9. DESIGNATION OF SUBCONTRACTORS 10. REFERENCES 11. BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS 11. INSURANCE REQUIREMENTS D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT E. FAITHFUL PERFORMANCE BOND PAGE I -A -I TO A-3 I -B- I 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-6 I -C-1 TO C-17 I -C- I I -C -3a I -C -3a I -C-4 I -C-6 I -C-7 I -C-8 I -C-9 I -C-10 I -C- I 1 I -C-12 I -C-15 I -C-16 I -D-1 TO D-5 I -E-1 TO E-3 F. MATERIAL AND LABOR BOND I -F -I TO F-3 Agreement No. 5670 SECTION II - GENERAL REQUIREMENTS PAGE A. GENERAL SPECIFICATIONS II -A-1 TO A-2 I. REGISTRATION OF CONTRACTORS II -A-1 2. INSURANCE AND CITY BUSINESS LICENSE II -A-1 3. EMERGENCY INFORMATION II -A-1 4. FURNISHING OF WATER II -A-1 5. CALIFORNIA - OCCUPATIONAL SAFETY 1-2 AND HEALTH ADMINISTRATION II -A-1 6. SOUND CONTROL II -A-2 7. AIR POLLUTION CONTROL II -A-2 8. WORKER UNIFORMS II -A-2 B. GENERAL PROVISIONS II -B-1 TO B-34 0-0 STANDARD SPECIFICATIONS II -B-1 0-1 GENERAL II -B-1 0-2 NUMBERING OF SECTIONS II -B -I 1-2 DEFINITIONS II -B-1 1-2.1 ADDITIONAL DEFINITIONS II -B-1 1-3 ABBREVIATIONS II -B-2 2-0 SCOPE AND CONTROL OF WORK II -B-2 2-1.1 ACCESS TO PROJECT SITE II -B-2 2-1.2 OWNERSHIP AND USE OF CONTRACT II -B-3 DOCUMENTS 2-3 SUBCONTRACTS II -B-3 2-3.1 GENERAL II -B-3 2-3.2 ADDITIONAL RESPONSIBILITY II -B-4 2-4 CONTRACT BONDS II -B-4 2-5 PLANS AND SPECIFICATIONS II -B-4 2-5.1 GENERAL II -B-4 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS II -B-5 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS II -B-5 2-8 RIGHT-OF-WAY II -13-6 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES II -B-6 2-9 SURVEYING II -B-6 2-9.3 SURVEY SERVICE II -B-6 2-9.3.1 CONSTRUCTION SURVEYING II -B-6 2-9.3.2 MEASUREMENT AND PAYMENT II -B-7 3-3.2.2 BASIS FOR ESTABLISHING COSTS II -B-7 3-3.2.3 MARK UP II -B-7 Agreement No. 5670 SECTION II — GENERAL REQUIREMENTS (Continued) 3-3.3 DAILY REPORTS BY CONTRACTOR 3-4 CHANGED CONDITIONS 3-5 DISPUTED WORK 4-1.3 INSPECTION REQUIREMENTS 4-1.3.1 GENERAL 4-1.3.2 INSPECTION OF MATERIALS NOT PRODUCED LOCALLY 4-1.6 TRADE NAMES OR EQUALS 5-2 PROTECTION 5-2.1 INCORRECT LOCATION OF UTILITIES 5-4 RELOCATION 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION 5-5 DELAYS 5-5.1 CALCULATING IDLE TIME 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 CONTRACT SCHEDULE 6-1.2 CONTENT OF CONTRACT SCHEDULE 6-1.3 EFFECT OF CONTRACT SCHEDULE 6-1.4 COMMENCEMENT OF CONTRACT TIME 6-4 DEFAULT BY CONTRACTOR 6-4.1 GENERAL 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL OVER THE WORK 6-4.3 SURETY'S ASSUMPTION OF CONTROL 6-6 DELAYS AND EXTENSIONS OF TIME 6-6.1 GENERAL 6-6.2 EXTENSION OF TIME 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR 6-6.4 WRITTEN NOTICE AND REPORT 6-7.2 WORK DAYS AND WORKING HOURS 6-7.4 NIGHT WORK 6-7.5 WEEKEND AND HOLIDAY WORK 6-8 COMPLETION AND ACCEPTANCE 6-8.1 GENERAL GUARANTY 6-9 LIQUIDATED DAMAGES 6-9.1 FAILURE TO COMPLETE WORK ON TIME 6-11 DISPUTES AND CLAIMS; PROCEDURE 6-11.1 GENERAL 6-11.2 FORM ff PAGE II -13-8 II -B-8 II -B-9 II -B-9 11-B-9 II -B-10 II -13-14 II -B-14 II -B-15 II -B-15 11-B-15 II -B-15 II -B-16 II -B-16 11-B-17 II -B-17 II -B-17 II -B-17 II -B-17 II -B-18 II -B-18 II -B-18 Agreement No. 5670 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 11-B-20 II -B-21 II -B-21 II -B-21 II -B-22 II -B-22 II -B-22 II -B-22 II -B-23 II -B-23 II -B-24 II -B-26 II -B-27 11-B-27 II -B-27 II -B-28 II -B-28 II -B-29 II -B-29 II -B-29 II -B-30 11-B-30 II -B-31 II -B-32 II -B-32 II -B-33 II -B-34 SECTION III - SPECIAL PROVISIONS 1-0 GENERAL SCOPE, TIME FOR COMPLETION AND LOCATION OF WORK 2-0. NOTIFICATIONS 3-0. STANDARDS 4-0. EXAMINATION OF JOB SITE 5-0. INSPECTION 6-0. USE OF PRIVATE PROPERTY 7-0. STORAGE OF MATERIALS AND EQUIPMENT 8-0. CENTERLINE TIES 9-0. QUALITY ASSURANCE SECTION IV - MEASUREMENT AND PAYMENT SECTION V - TECHNICAL SPECIFICATIONS Agreement No. 5670 PAGE III -A -I III -A-2 III -A-3 III -A-3 III -A-3 III -A-3 III -A-4 III -A-4 III -A-4 Agreement No. 5670 NOTICE INVITING SEALED BIDS FOR THE CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 18-28 The City of El Segundo is accepting sealed bids in the City Clerk's office, 350 Main Street, El Segundo, California 90245, until 11:00 a.m. on: TUESDAY, JANUARY 29, 2019 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 the furnishing all labor, materials, equipment, and services, and performing all work necessary for the installation of four total shade structures over the concrete bleachers and exterior benches at the Campus El Segundo site and related work as shown on the plans on file with the City's Public Works Department. The work will take place within the Campus El Segundo limits, at 2201 E. Mariposa Avenue, EI Segundo CA, 90245. Work on the Project must be performed in strict conformity with Specifications No. PW 18-28: CAMPUS EL SEGUNDO SHADE STRUCTURE Project which is filed with the Public Works Department. 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 http://www.elsegundo.org/depts/works/project_request_Contact_form.asp A pre-bid meeting is scheduled for Tuesday, January 15, 2019, at 1:00 pm, at the Campus El Segundo Soccer Fields, 2201 E. Mariposa Ave, El Segundo, CA 90245. Bidders' attendance at this meeting is mandatory. Questions regarding the bid shall be submitted by 5:00 pm on Tuesday, January 22, 2019 to http://www.elsegundo.org/depts/works/project_ request contact form.asp. 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. I -A-1 Agreement No. 5670 Note that the Project is subject to compliance monitoring and enforcement by California Department of Industrial Relations. Pursuant to California law, the City must find bids failing to comply with all applicable Labor Code requirements including, without limitation, Labor Code §§ 1725.5 and 1771.4 to be nonresponsive. The contractor to whom the contract is awarded must assist in locating, qualifying, hiring and increasing the skills of minority group employees and applicants for employment, as set forth in Executive Order 11246 and 11375. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Compliance with the prevailing rates of wages and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The City of El Segundo hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. Prevailing Wage: Federal Labor Standards Provisions, including prevailing wage requirements of the Davis -Bacon and Related Acts will be enforced. In the event of a conflict between Federal and State wage rates, the higher of the two will prevail. The Contractor's duty to pay State prevailing wages can be found under Labor Code Section 1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment. Five percent (5%) will be deducted from each progress payment and retained by the City. The remainder less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts Code ("PCC") § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, any such election will be at the Contractor own expense and will include costs incurred by the City to accommodate the Contractor's request. 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 -A-2 Agreement No. 5670 acknowledgment by the parties. Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders and submitted to the Public Works Department, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: "SEALED BIDS FOR PROJECT NO.: PW 18-28 CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the State Business and Professions Code. For these projects, those acceptable classes of license shall be "A" or "B" or "C-61, D-3". 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 EI 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. 5670 BIDDING INSTRUCTIONS 1. DEFINITIONS. Unless provided otherwise, the definitions in the Greenbook, Special Conditions, or other Contract Documents are applicable to all Bidding Documents. 1.1 "Addenda" means written or graphic instruments issued by the City before the Bid Deadline that modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections. 1.2 "Alternate" means a proposed change in the Work, as described in the Bidding Documents which, if accepted, may result in a change to either the Contract Sum or the Contract Time, or both. 1.3 "Bid Deadline" means the date and time designated in the Notice for Bids as the last date and time for receipt of Bids, as may be revised by Addenda. 1.4 "Bidder" means a person or firm that submits a Bid. 1.5 "Bidding Documents" means the construction documents prepared and issued for bidding purposes including all Addenda. 1.6 "Lump Sum Base Bid" means the sum stated in the Bid for which Bidder offers to perform the Work described in the Bidding Documents, but not including unit price items or Alternates. 1.7 "Unit Price" means an amount stated in the Bid for which Bidder offers to perform the Unit Price Work for a fixed price per unit of measurement. 2. BIDDER'S REPRESENTATIONS. By making its Bid, Bidder represents that: 2.1 Bidder read, understood, and made the Bid pursuant to the requirements in the Bidding Documents. 2.2 Bidder visited the Project site and is familiar with the conditions under which the Work will be performed and the local conditions as related to the Contract Documents. 2.3 The Bid is based upon the materials, equipment, and systems required by the Bidding Documents. 2.4 Bidder and all Subcontractors, regardless of tier, have the appropriate current licenses issued by the State of California Contractor's State License Board for the Work to be performed. If Bidder is a joint venture, the Bidder will have a joint venture license appropriate for the performance of the work, and each member of the joint venture will likewise have the appropriate license. Business and Professions Code §§ 7000-7191 establish licensing requirements for contractors. If a Bidder, that is a specialty contractor, submits a Bid involving 3 or more specialized building trades, the work of which is more than incidental and supplemental to the performance of the Work for which Bidder holds a specialty contractor license, Bidder must also hold either (1) a specialty contractor "C" license in each such trade, (2) a General Engineering contractor "A" license, or (3) a General Building contractor "B" license. This requirement is applicable whether or not Bidder lists a Subcontractor for each such trade. 2.5 If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Ma Agreement No. 5670 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 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: litt,Li://www.elsegundo.orgde is/works/ roject regnest contact formasp. Responses to all questions will be provided in writing to all Bidders in accordance with the schedule below. We will not identify companies or individuals that pose questions. Potential bidders must not call City of El I -B-2 Agreement No. 5670 Segundo employees to discuss potential projects or ask questions regarding the bid. Questions Due by 5:00 pm, January 22, 2019 Questions Answered by January 24, 2019 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. Substitutions will only be considered before 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 the 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 deemed to have not complied with the requirements of the Bidding Documents and its Bid will be rejected. Ma Agreement No. 5670 9. FORM AND STYLE OF BIDS 9.1 Bids will be submitted on the Bid Form included with the Bidding Documents. Bids not submitted on the City's Bid Form will be rejected. 9.2 All blanks on the Bid Form will be filled in legibly in ink or by typewriter. 9.3 Bidder's failure to submit a price for any Alternate or unit price will result in the Bid being considered as nonresponsive. If Alternates are called for and no change in the Lump Sum Base Bid is required, enter "No Change." 9.4 Each Bidder must fill out the "Bidders Statement of Past Contract Disqualifications" form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The Bidder must explain the circumstances of each disqualification. The City may reject the bid based on such information. 9.5 Bidder wil I 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 EI Segundo. One (1) set of these Proposal forms is inserted loose herein for use by the bidders. Bidders are required to submit one (1) original set of the proposal forms. All information requested therein must be clearly and legibly set forth in the manner and form indicated. 9.9 Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed. No bidder shall at any time after submissions of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract documents shall be called to the attention of the City of El Segundo and clarified prior to the submission of proposals. 10. BID SECURITY 10.1 Each Bid will be accompanied by Bid Security, in the amount of 10% of the Lump Agreement No. 5670 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 wiI l 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, if applicable, 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 18-28 CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT. IN THE CITY OF EL SEGUNDO. DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or delivered by messenger. 10.6 Bids will be deposited at the designated location on or before the Bid Deadline. A Bid received after the Bid Deadline will be returned to Bidder unopened. 10.7 Bidder will assume full responsibility for timely delivery at the location designated for receipt of Bids. 10.8 Oral, telephonic, facsimile, or telegraphic Bids are invalid and will not be accepted. 10.9 All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws related to bids for contracts of this nature whether the same is expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith. 11. MODIFICATION OR WITHDRAWAL OF BID. 11.11 Before the Bid Deadline, a submitted Bid may be modified or withdrawn. Notice of mm Agreement No. 5670 such action will be given to the City in writing and signed by the Bidder's authorized representative. A change so made wi l l 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 ninety (90) calendar days after the Bid Deadline unless otherwise provided in Supplementary Instructions to Bidders. 11.15 Proposals may not be withdrawn after said Bid Deadline without forfeiture of the proposal guarantee. 11.16 The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so. 11.17 No mention shall be made in the proposal of Sales Tax, Use Tax, City Business License, or any other tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 11.18 No mention shall be made in the proposal of the cost of bonds as all amounts bid will be deemed and held to include any such costs, which may be applicable. 12. OPENING OF BIDS. Bids submitted in the manner required by these instructions and are received on or before the Bid Deadline will be opened publicly. 13. REJECTION OF BIDS. 13.1 The City will have the right to reject all Bids. 13.2 The City will have the right to reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way materially incomplete or irregular. 13.2.1 Unrequested/unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals wil l not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. 13.3 In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposal will be accepted from a bidder who has not been licensed in accordance with the provisions of the State Business and Professions Code. 14. AWARD 14.1 The City may retain all bids for a period of ninety (90) calendar 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. • Agreement No. 5670 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) calendar days (unless number of days is modified in Supplementary Instructions to Bidders) after the Bid Deadline or reject all bids. Within ten (10) days after receiving the City's notice that Bidder was selected as the apparent lowest responsible Bidder, Bidder will submit to the City all of the following items: 14.5.1 One original of the Agreement signed by Bidder. 14.5.2 One original of the Payment Bond. 14.5.3 One original of the Performance Bond. 14.5.4 Certificates of Insurance on form provided by the City. 14.5.5 Names of all Subcontractors, with their addresses, telephone number, facsimile number, trade on Bidders' company stationery. Evidence, as required by the City, of the reliability and responsibility of the proposed Subcontractors such as statements of experience, statements of financial condition, and references. 14.5.6 Preliminary Contract Schedule. 14.5.7 Selection of Retention Options and Escrow Agreement for Deposit of Securities in Lieu of Retention and Deposit of Retention. If not submitted, the City will withhold retention. 14.5.8 Cost Breakdown. 14.6 Before award of the Contract, the City will notify Bidder in writing, if the City objects to a Subcontractor proposed by Bidder, in which case Bidder will propose a substitute acceptable to the City. Failure of the City to object to a proposed Subcontractor before award will not preclude the City from requiring replacement of any Subcontractor based upon information received subsequent to award, information which cannot be properly evaluated before award due to time constraints, or information relating to a failure to comply with the requirements of the Contract. 14.7 If Bidder submits the original signed Agreements and all other items within ten (10) days after receiving the City's notification, and all such items comply with the requirements of the Bidding Documents, the City will award the Contract to Bidder Agreement No. 5670 by signing the Agreement and returning a signed copy of the Agreement to Bidder. 14.8 If the City consents to the withdrawal of the Bid of the apparent lowest responsible Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the Agreement or submit to the City all of the items required by the Bidding Documents, within ten (10) days after receiving the City's notification, or the City determines that the Bidder is not financially or otherwise qualified to perform the Contract, the City may reject such Bidder's Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids. I:: Agreement No. 5670 PROPOSAL FOR THE CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT Project No.: PW 18-28 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 EI 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 EI 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. EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE Agreement No. 5670 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 "I"IFIC AT,ION 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 DEC:LARA- TION 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 EI 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. 5670 BID SCHEDULE CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Company Name:. BASE BID ITEMS Item Unit Total No. Description QTY Unit Price ($) ($) 1 Mobilization (not to exceed 5% of the 1 LS total base bid) __....... .. _WWv ......_........ Furnish and install shade structures with the following dimensions: 35 -ft x 20 -ft 2 with 11 -ft height opening, including 2 EA engineering, installation of footings, procurement and installation of shade fabric per the plans and specifications. .............. ........ ............ Furnish and install shade structures with the following dimensions: 32 -ft x 2015- 3 ft with 8 -ft height opening, including 2 EA engineering, installation of footings, procurement and installation of shade fabric per the plans and specifications. 4 Miscellaneous improvements as 1 LS $5,000.00 $5,000.00 determined necessary by the engineer. Prepare design drawings and calculations under the supervision of a 4A qualified Professional Engineer, 1 LS detailing footings, fabrication, assembly and support of all four (4) shade structures. TOTAL BASE BID FOR ITEMS 14A IN FIGURES = TOTAL BID WRITTEN IN WORDS: I -C-3 Agreement No. 5670 (NOTE: THE AWARD TO THE APPARENT LOWEST BIDDER IS BASED ON THE TOTAL OF BASE BID ITEMS 14A ONLY. ALTERNATIVE BID ITEMS SHALL NOT BE CONSIDERED AS PART OF THE LOWEST BID.) All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. BID SCHEDULE CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Company Name: ALTERNATIVE BID ITEMS Item Unit Total QTY Unit Price ($) ($) No. _ ....... Description........ .................. In lieu of line item 2, furnish and install shade structures with the following dimensions: 50 -ft x 20 -ft with 11 -ft 5 height opening, including engineering, 2 EA installation of footings, procurement and installation of shade fabric per the plans and specifications. .. Fabricate steel members related— _ _ . _........_ ..__...._. to bid 6 line item #2 to allow for future light and 1 LS electrical installation. I -C-3 Agreement No. 5670 BIDDER'S INFORMATION Company Name: BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) If corporation, State of Incorporation (i.e., California) Business Address Telephone No. Facsimile No. State Contractor's License No. and Class Original Date Issued www—µµwww_ Expiration Date The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: I -C-4 Agreement No. 5670 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-5 Agreement No. 5670 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all aforenamed principals this day of �. 20_^J. BIDDER Subscribed and sworn to this NOTARY PUBLIC day of 20 1-C-6 Agreement No. 5670 PROPOSAL GUARANTEE BID BOND CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 KNOW ALL MEN BY THESE PRESENTS that, , as BIDDER, and , as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of ._._._._„___ DOLLARS ($ ), which is ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of , 20 BIDDER* SURETY* Subscribed and sworn to this day of , 20 NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I -C-7 Agreement No. 5670 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). 1-C-8 Agreement No. 5670 NON -COLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID (pursuant to Cal. Pub. Contract Code § 7106) The undersigned declares: I am theof the foregoing bid. ..........-seen... _.._..............�.�..... the party making The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on [date], at ....... - .................. . [city], _.........Jstate]." Dated this day of ..... ......... �> 20 Name Title Signature I -C-9 Agreement No. 5670 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: C—) Dated this day of- 120 I -C-10 Agreement No. 5670 DESIGNATION OF SUBCONTRACTORS CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 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. Description of Subcontractor's Portion of Name of Contractor Work Estimated $ Subcontractor Address License No. Subcontracted Amount m (Number and Street). (City, Zip Code) _..... ... (Make copies of this page if additional space is needed) Signature of Bidder 1-C-11 Date Agreement No. 5670 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: 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? 2. 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? 1-C-12 Agreement No. 5670 3. Project Title: M Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $mmmmmmmmmmmmmmmm _.......... mm Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount: $ _ _............. _._ — Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? MM... 5. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: I -C -l3 Agreement No. 5670 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-14 Agreement No. 5670 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Company Name: Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. Have you ever been disqualified from any government contract? Yes ❑ No ❑ 2. If yes, explain the circumstances: 3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes ❑ No ❑ Bidder's Signature Name (Please Print) I -C -l5 Agreement No. 5670 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28, 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 oflilt .grance, 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 -l6 Bidder's Signature Agreement No. 5670 END PROPOSAL SECTION I -C-17 Agreement No. 5670 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND [CONTRACTOR] CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO. PW 18-28 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. 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. 3. TIME FOR PERFORMANCE. I -IN Agreement No. 5670 A. The Contractor will fully complete the Work within Thirty 30 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. 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 I -D-2 Agreement No. 5670 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 City The Contractor Ken Berkman Public Works Director City of El Segundo 350 Main Street, EI Segundo, CA 90245 (310) 524-2356 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. I -D-3 Agreement No. 5670 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. IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. I -D-4 CITY OF EL SEGUNDO Greg Carpenter City Manager ATTEST: Tracy Weaver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney LIM David H. King, Assistant City Attorney Insurance Reviewed by: I -D-5 Agreement No. 5670 Taxpayer ID No. Contractor State License No.: Contractor City Business License No.: Agreement No. 5670 FAITHFUL PERFORMANCE BOND CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Bond No. Bond Fee: ("PRINCIPAL") and , a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 18-28, 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 18-28, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 18-28) which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. CITY has estimated the required amount of the bond as shown above. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project's completion and acceptance by CITY. l -E-1 Agreement No. 5670 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code (`SSMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 18-28 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference: A, A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted; and 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I -E-2 Agreement No. 5670 SIGNED AND SEALED this day of 20 PRINCIPAL's PRESIDENT SURETY's PRESIDENT PRINCIPAL's SECRETARY SURETY'S SECRETARY PRINCIPAL'S MAILING ADDRESS: SURETY's MAILING ADDRESS: NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job. I -E-3 Agreement No. 5670 LABOR AND MATERIALS BOND CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 Bond No. Bond Fee: ("PRINCIPAL") and corporation as principal incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of 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 CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT, SPECIFICATIONS NO. PW 18-28 ("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 18-28, and the public works contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 18-28), 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. 1-F-1 Agreement No. 5670 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 18-28, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I -F-2 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY PRINCIPAL's MAILING ADDRESS: Agreement No. 5670 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. 5670 SECTION II - 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 INI"ORMATION The names, addresses and telephone numbers of the Contractor and Sub -Contractors, or their representatives, will be fled with the City Engineer and the City Police Department BEFORE PERFORMING WORK. 4. FURNISHING OF WATER Water necessary for the prosecution of the work as herein specified will be furnished by the City in the following manner: The Contractor will deposit with the City Water/Wastewater Division the sum of One Thousand, One 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. A non-refundable Activation Fee of One Hundred, Ten Dollars ($110.00) will be charged upon activation of the temporary meter. 5. CALIFORNIA - OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION All work performed under this contract will be done in strict compliance with the Cal -OSHA Rules and Regulations, latest edition. I1 -A-1 Agreement No. 5670 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. 11-A-2 Agreement No. 5670 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL PROVISIONS 0-0 S`I'ANDAI D SPEC IFICA°I°ION 0-1 GENERAL Except as modified by these Standard Specifications, the provisions of the latest edition of the "Standard Specifications for Public Works Construction" ("Greenbook") 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 ADDITIONAL DEFINITIONS Acceptance — The date on which the City Council accepts the Work as complete. Architect, Design Engineers, Soils Engineer, Structural Engineers - Advisors employed by the City. 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. 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. Agreement No. 5670 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 Public Works Standards, Inc. WATCH Work Area Traffic Control Handbook SPPWC Standard Plans for Public Works Construction by the American Public Works Association SSPWC Standard Specifications for Public Works Construction by the American Public Works Association ASA American Standard Association CITY City of El Segundo 2-0 SCOPE AND CONTROL OF WORK The following subsections 2-1.1 and 2-1.2 are added to the Greenbook. 2-1.1 ACCIwSS TO PROJECT` S1TI" Not later than the date designated in the City Notice to Proceed, 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. Agreement No. 5670 2-1.2 OWN[ - RSH [P ANIS USE OFCONTRACT DOCU NEN"I"S. The Contract Documents and all copies furnished to or provided by the Contractor are the City's property and may not be used on other work. 2-3 SUBCONTRACTS Subsection 2-3 Subcontractors of Greenbook is deleted in its entirety and replaced with the following subsection. 2-3.1 GENERAL Except as provided in PCC §§ 4100 et. seq., each bidder will file with its bid the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specifically fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractor's total bid. Only one subcontractor will be listed for each portion of the work, which portion will be defined in the bid. In each instance, the nature and extent of the work to be sublet will be described. The failure of the Contractor to specify a subcontractor, or the listing of more than one subcontractor for the same portion of the work, constitutes an agreement by the Contractor that it is fully qualified to perform that portion itself and that it will perform that portion itself. The Contractor must have the City Council's written consent to substitute a subcontractor other than that designated in the original bid, to permit any subcontract to be assigned or transferred, or to allow a subcontract to be performed by other than the original subcontractor. Subcontracting of work for which no subcontractor was designated in the original bid, and which is more than one-half of one percent of the work, will be allowed only in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the City Council setting forth the facts constituting the emergency or necessity. Violation of any of the above provisions will be considered a breach of the Contract, and the City may terminate the Contractor's control over the Work, cancel the contract, or assess the Contractor a penalty of not more than ten percent of the subcontract involved. All persons engaged in the work, including subcontractors and their employees will be considered as employees of the Contractor. The Contractor will be solely responsible for and have control over construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the Work. The City will deal directly with, and make all payments to, the prime Contractor. When subcontracted work is not being prosecuted in a satisfactory manner, the I Agreement No. 5670 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 RI:`�SPONSIBIIJTY 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 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 SPI^,CIFICATIONS Subsection 2-5.1 of the Greenbook is replaced by the following subsection. 2-5.1 GENERAL The Contractor will maintain the following at the Work site: One as -built copy of the Plans and Specifications, in good order and marked to record current changes and selections made during construction. As -built plans must be submitted to the City representative for approval before the City pays a final retention amount. 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. Agreement No. 5670 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 is no specific bid item will be included in the various items of work or in any item to which it is appurtenant. If the Contractor performs any work which it knows or should know involves an error, inconsistency, or omission without notifying and obtaining written consent from the Engineer, the Contractor will be responsible for the resulting losses, including, without limitation, the costs of correcting defective work. 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS The following paragraph is added to subsection 2-5.2 of the Greenbook: As the figured dimensions shown on the plans and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions will be followed in preference to the scaled dimensions, and plans to a large scale will be followed in preference to the plans to a small scale. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in the Contract, the Contractor will apply to the Engineer for such further explanations as may be necessary, and will conform thereto as part of the Contract so far as may be consistent with the terms thereof. Any items shown on drawings and not mentioned in the specifications will be of like effect as if shown or mentioned in both. 2-5.5 ACCURACY OF PLANS AND SISI -CII [CATIONS 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. Agreement No. 5670 2-8 RIGHT-OF-WAY The following subsection is added to Subsection 2-8 of the Greenbook. 2-8.1DDYFI"ZONA➢,, WORK AREAS ANDFAC[LITIES I 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 CONS I°RIm8CTI N SURVEYING The Contractor will provide for all construction surveying required to layout, monitor and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California. The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the County of Los Angeles Surveyor and the Engineer. It is the responsibility of the Contractor to protect the survey control as shown on the plans. If the survey control is destroyed or disturbed during construction, the Contractor will provide for resetting them and file appropriate documents with the County of Los Angeles at the direction of the Engineer. Computations, survey notes, and other data used to accomplish the work will be neat, legible and accurate. Copies of all computations, survey notes, and other data (electronic format may be required) will be furnished to the Engineer before beginning work that requires their use. 2-9.3.2 MEASIJIZEM1; NT AND PAYMENT Construction Survey — Unless a separate bid item is provided, payment will be considered included in the other items of the bid and no additional payment will be made therefore. 3-3.2.2 BASIS FOR ESTABLISI-IING COST Subsection 3-3.2.2.3, Tool and Equipment Rental is modified where the second and third paragraphs are replaced with "Regardless of ownership, the rates to be used in Agreement No. 5670 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 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 BYC ONTRACTOR 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 Agreement No. 5670 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 time period set forth in Subsection 6-11.3, the Contractor is liable to the City for any extra costs incurred as a result of the Contractor's failure to promptly give such notice. Changed conditions 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. The Engineer will promptly investigate conditions that appear to be changed conditions. The Engineer's decision, and any dispute regarding that decision, will be made in accordance with Section 6-11 except that the Engineer will render a decision promptly. Any information provided pursuant to INFORMATION AVAILABLE TO BIDDERS is subject to the following provisions: The information is made available for the Bidders' convenience and is not a part of the Contract. 2. The City has not determined the accuracy or completeness of such information and all such information is made available to Bidders without any representation or warranty by the City whatsoever as to its accuracy, completeness, or relevancy. Bidders will independently evaluate such information for their use and will be solely responsible for use or interpretation of such information. Any such use or interpretation will not be the basis of any claim against the City. 3-5 DISPUTED WORK Subsection 3-5 is deleted in its entirety and replaced by the following subsection. If the Contractor and the City do not reach agreement on disputed work, the City may direct the Contractor to proceed with the work. Any payment for the disputed work will be determined pursuant to the claims procedures in these Standard Specifications. Although not to be construed as proceeding under extra work provisions, the Contractor will keep and furnish records of disputed work as required by the Contract Agreement No. 5670 Documents. 4-1.3 INSPECTION Rl UIREMEN 1"` 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 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 ORE UA .4a 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 must 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 Agreement No. 5670 specifications of the specified item. Work locations and reference telephone numbers of at least three (3) locations where the proposed "equal" item has been recently installed under similar conditions. Warranty data. The Bidder will be notified by the Engineer whether or not the proposed "equal" product is acceptable to the City five (5) calendar days before the date of the bid opening. Failure to submit all required documentation and/or submittal of incomplete documents may result in the City's rejection of the proposed "equal" product without further consideration. 5-2 PROTECTION The following subsection is added to Subsection 5-2 of the Greenbook. 5-2.1 INCORRECT LOCATION OF UTILITIES If the Contractor, while performing the Work, discovers utility facilities not identified correctly or not shown in the contract plans or specifications by the City, the Contractor will immediately notify the City and utility owner in writing. 5-4 RELOCATION The following subsection is added to Subsection 5-4 of the Greenbook. 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION The City will be responsible to arrange for the removal, repair, or relocation of existing utilities located within the project limits if such utilities are not correctly identified in the contract plans or specifications by the City. The City will have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation. 5-5 DELAYS The following paragraphs are added to Subsection 5-5 of the Greenbook. 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. ffiffaul Agreement No. 5670 5-5.1 CALCULATING IDLE TIME Equipment idle time will calculated in accordance with Subsection 3-3.2.2 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. 6-1 CONSTRUCTION SCHEDULE AND COMM ENCEMI~ NT OF WORK Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. Pre -Construction Meeting: After contract award, the City will arrange for a pre -construction meeting to discuss the construction of the project. City will invite utility agencies and the contractor will arrange for all of its sub -contractors to attend the meeting. 6-1.1 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) calendar 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. I 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 EFT l C"I" 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 Agreement No. 5670 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, the Contractor will not be entitled to extensions of the Contract Time for Excusable Delays or Compensable Delays or to adjustments of the Contract Sum for Compensable Delays until such delays extend the completion of the Work beyond the expiration of the Contract Time. The Contractor will plan, develop, supervise, control, and coordinate the performance of the Work so that its progress and the sequence and timing of Work activities conform to the current accepted Contract Schedule. The Contractor will continuously obtain from Subcontractors information and data about the planning for and progress of the Work and the delivery of equipment, will coordinate and integrate such information and data into updated Contract Schedules, and will monitor the progress of the Work and the delivery of equipment. The Contractor will act as the expeditor of potential and actual delays, interruptions, hindrances, or disruptions for its own forces and those forces of Subcontractors. The Contractor will cooperate with the Engineer in developing the Contract Schedule and updated Contract Schedules. The Engineer's review and comments about any schedule or scheduling data will not relieve the Contractor from its sole responsibility to plan for, perform, and complete the Work within the Contract Time. Review and comments about any schedule will not transfer responsibility for any schedule to the Engineer or the City nor imply their agreement with (1) any assumption upon which such schedule is based or (2) any matter underlying or contained in such schedule. The Engineer's failure to discover errors or omissions in schedules that have been reviewed, or to inform the Contractor that the Contractor, Subcontractors, or others are behind schedule, or to direct or enforce procedures for complying with the Contract Schedule will not relieve the Contractor from its sole responsibility to perform and complete the Work within the Contract Time and will not be a cause for an adjustment of the Contract Time or the Contract Sum. The Contractor will perform the Work in accordance with the currently accepted Contract Schedule. 6-1.4 COMMENCEMENT OF CONTRACT TIME The Contract Time will commence when the City issues a Notice to Proceed. The Work will start on the date specified in the Notice to Proceed and within a maximum of fifteen (15) calendar days after the date of the Notice to Proceed, and be diligently prosecuted to completion with the time provided in the Specifications. Agreement No. 5670 6-4 DEFAULT BY CONTRACTOR The language in subsection 6-4 is deleted in its entirety and replaced with the following subsections. 6-4.1 GENERAL Should the Contractor fail to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fail to maintain the Work schedule (as determined by the current accepted Contract Schedule) which will ensure the City's interest, or if the Contractor is not carrying out the intent of the Contract, the City may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL 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 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: I. Serve written notice upon the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. In such event the Surety will, within 5 days, assume control and perform the Work as successor to the Contractor; 2.. The City may perform the Work itself and deduct the cost thereof from any payment due to the Contractor; 3. The City may replace the Contractor with a different contractor to complete the work and deduct the cost thereof from any payment due to the Contractor. Nothing herein will waive, or serve as a limitation upon, any additional remedy the City may have under these Contract Documents or applicable law. 6-4.3 SURETY'S ASSUMPTION OF CONTROL Should the Surety assume any part of the Work, it will take the Contractor's place in all respects for that part, and will be paid by the City for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default will be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after Agreement No. 5670 receiving notice of cancellation, or fails to continue to comply, the City may exclude the Surety from the premises. The City may then take possession of all material and equipment and complete the Work by City's forces, by letting the unfinished work to another contractor, or by a combination of such methods. In any event, the cost of completing the Work will be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion, the Contractor or Surety will pay to the City within 5 days of completion, all costs in excess of the sums due. The provisions of this subsection will be in addition to all other rights and remedies available to the City under applicable law. 6-6 DELAYS AND EXTENSIONS OF TIME 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, fres, floods, changes to the Work as identified herein, or other specific events that may be further described in the Specifications. Delays to the project caused by labor disputes or strikes involving trades not directly related to the project, or involving trades not affecting the project as a whole will not warrant an extension of time. The City will not grant an extension of time for a delay by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor's operations and accepted construction schedule. Should delays be caused by events other than those included herein, the Engineer may, but is not required to, deem an extension of time to be in the City's best interests. 6-6.2 EXTENSIONS ENSIONS 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. 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR Any payment for compensable delay will be based upon actual costs as set forth in Agreement No. 5670 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 NOTICEANDREPORT 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 alternating Friday's 7am- 4pm. It is closed the following holidays: New Year's Day Martin Luther King, Jr. Day President's Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Christmas Eve Christmas New Year's Eve New Year's Day - Tuesday, January 1, 2019 - Monday, January 21, 2019 - Monday, February 18, 2019 - Monday, May 27, 2019 - Thursday, July 4, 2019 - Monday, September 2, 2019 - Monday, November 11, 2019 - Thurs-Fri, November 28-29, 2019 - Tuesday, December 24, 2019 - Wednesday, December 25, 2019 - Tuesday, December 31, 2019 - Wednesday, January 1, 2020 Working on Fridays when City Hall is closed is acceptable. If the Contractor, however, 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. Friday work that does not require inspection can be done without an inspection fee and must be discussed with City staff before its occurrence. If the Contractor does construction on a Friday or a day when City Hall is closed, that day is counted as a project working day. On workdays, Contractor's activities will be confined to the hours between 7:00 a.m. Agreement No. 5670 and 4:00 p.m. Please see Section 6-7.5 below for weekend and holiday work restrictions. 6-7.4 NIGHT WORK The following paragraph is added to Section 6-7 of the Greenbook: The City will not permit Work between the hours of 4 p.m. and 7 a.m. of the following day unless specifically provided for in the bid documents or unless the Contractor receives prior written approval. 6-7.5 WEEKEND AND HOLIDAY WORK. The Engineer may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays. 6-8 COMPLETION AND ACCEPTANCE Subsection 6-8 of the Greenbook is deleted in its entirety and replaced by the following: The Work will be inspected by the Engineer for acceptance upon the Engineer receiving the Contractor's written assertion that the Work is complete. If, in the Engineer's judgment, the Work is complete and is ready for acceptance, the Engineer will accept the Work on behalf of the City in the manner prescribed by the City. The Engineer will recommend approval of the Notice of Completion to the City Council. This will be the date when the Contractor is relieved from responsibility to protect the Work. All work will be guaranteed by the Contractor against defective workmanship and materials furnished by the Contractor for a period of 1 year from the date the Work was completed. The Contractor will replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the City may perform this work and the Contractor's sureties will be liable for the cost thereof. 6-8.1 GENERAL GUARANTY The Contractor will remedy any defects in the work and pay for any damage to other work resulting therefrom, which will appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The owner will give notice of observed defects with reasonable promptness. 6-9 LLQUI.QA I lID DAMAGES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and Agreement No. 5670 replaced by the following subsections. Agreement No. 5670 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 CLAIMS- PROC -EQ RI-, 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: I . Claims respecting penalties for forfeitures prescribed by statute or regulations, which a government agency is specifically authorized to administer, settle, or determine. 2. Claims respecting personal injury, death, reimbursement, or other compensation arising out of or resulting from liability for personal injury or death. 3. Claims respecting a latent defect, breach of warranty, or guarantee to repair. 4. Claims respecting stop notices. If a Claim is subject to the Change Order procedures, the Claim arises upon the issuance of a written final decision denying in whole or in part the Contractor's Change Order Request. If a Claim is not subject to the Change Order Procedures, the Claim arises when the Contractor discovers, or reasonably should discover, the condition or event giving rise to the Claim. 6-11.2 FORM A Claim must include the following: A statement that it is a Claim and a request for a decision. Agreement No. 5670 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 seven (7) calendar days of the date the cost reflected in the record is incurred. At the Engineer's request, claimed extra costs may be subject to further verification procedures (such as having an inspector verify the performance of alleged extra work on a daily basis). 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. If the Claim involves an extension of the Contract Time, written documentation demonstrating the Contractor's entitlement to a time extension. 7, If the Claim involves an adjustment of the Contract Sum for delay, written documentation demonstrating the Contractor's entitlement to such an adjustment. 8. A personal certification from the Contractor that reads as follows: "l, BEING THE ........ (MUST BE AN OFFICER) OF — .............................. _.u.. (CONTRACTOR NAME), DECLARE UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY Agreement No. 5670 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 thirty (30) calendar 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 PRERE UISITE 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 to evaluate the claim, the Engineer will request such additional information in writing. Any such requested data will be furnished not later than ten (10) calendar days after the Contractor receives the Engineer's request. The Engineer will render a decision not later than thirty (30) days after either receiving the Claim or the deadline for furnishing additional supporting data, whichever is later. If the Claim amount is more than $50,000, the time period will be extended to sixty (60) days. 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: II -B-20 Agreement No. 5670 "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 thirty (30) calendar days of the date of this decision, the decision will become final and binding and not subject to further appeal." 6-11.6 APPFAL OF L,'N iNIµ'EI ' D1m.CJSION Should the Contractor dispute the Engineer's decision, then the Contractor must appeal that decision to the City's Public Works Director within thirty (30) calendar days of receiving the Engineer's decision. The Public Works Director will address disputes or claims within thirty (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 thirty (30) calendar days of the City's final decision. 6-11.7 MEDIATION If the City and the Contractor agree, disputes between the parties may be submitted to non-binding mediation. If the parties cannot agree to an alternative form of mediation, then mediation will be administered by the American Arbitration Association ("AAA") under its Construction Industry Mediation Rules, unless the use of such rules are waived by mutual stipulation of both parties. The parties may, but are not required to be, represented by counsel in mediation. The requirement for mediation will not alter or modify the time limitations otherwise provided for claims and no conduct or settlement negotiation during mediation will be considered a waiver of the City's right to assert that claim procedures were not followed. 6-11.8 ARBITRATION If the City and Contractor do not agree to mediation, then a disputes will be submitted to neutral non-binding (except as provided herein) arbitration. Arbitration will be conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator will be consistent with PCC § 10240.8. The exclusive venue for any arbitration will be in Los Angeles County. The expenses and fees of the arbitrators and the administrative fees, if any, will be divided among the parties equally. Each party will pay its own counsel fees, witness fees, and other expenses incurred for its own benefit. Agreement No. 5670 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 thirty (30) calendar 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 T° WAIVER Oh JURY TRI I..M 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 A63 626 CLAIMS• P1OC�ESS Claims made by a Contractor for one or more of the following are subject to the claim resolution process set forth in Public Contract Code section 9204: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the city under a contract for a public works project. (B) Payment by the city of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the city. 7-2 LABOR The following subsections are added to Subsection 7-2 of the Greenbook. 11-B-22 Agreement No. 5670 7-2.3 PREVAILING WALLS 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 ninety (90) calendar days before the request for certificate, or b) When the number of apprentices in training in the area exceeds a ratio of one to five, or C) When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or d) When the Contractor provides evidence that the Contractor employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if the Contractor employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions. The Contractor and any subcontractor will comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex -officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 11-B-23 Agreement No. 5670 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 ANCE Subsection 7-3, Liability Insurance, of the Greenbook is deleted in its entirety and replaced by the following subsections. 7-3.1 GENERAL Contractor must 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 that may arise from or in connection with the performance of the work covered by this agreement by the Contractor, its agents, representatives, employees or subcontractors: COVERAGE PER OCCURRENCE Comprehensive General Liability Business Auto Workers' Compensation ISO FORM CL 00 02 01 85 or 88 CA 00 01 01 87 COMBINED SINGLE LIMIT $2,000,000 $1,000,000 Statutory Contractor will provide endorsements or other proof of coverage for contractual liability. Combined single limit per occurrence will include coverage for bodily injury, personal injury, and property damage for each accident. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the policy will be endorsed such that the general aggregate limit will apply separately to this contract and a copy of the endorsement provided to the City. Liability policies will contain, or be endorsed to contain the following provisions: GENERAL LIABILITY AND AUTOMOBILE LIABILITY: The City, its officers, officials, employees, agents, and volunteers will be covered as insureds as respects: liability arising out of activities performed by or on behalf of the 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. 11-B-24 Agreement No. 5670 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. WORKER'S 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) calendar days written notice by certified mail, return receipt requested, has been given to: CITY CLERK City of El Segundo 350 Main Street E1 Segundo, CA 90245 Notwithstanding the foregoing, the endorsement may state that insurance may be cancelled upon ten (10) calendar 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. 11-B-25 Agreement No. 5670 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. 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 EI 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 Agreement No. 5670 or indirectly arising from the performance of the contract or work, regardless of responsibility for negligence, and from any and all claims, losses, damage, expenses, and liability, howsoever the same may be caused, resulting directly, or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence, to the fullest extent permitted by law. In accordance with Civil Code § 2782, nothing in this Subsection 7-3.2 or in Subsection 7-3 of the Standard Specifications will require defense or indemnification for death, bodily injury, injury to property, or any other loss, damage or expense arising from the sole negligence or willful misconduct of the City, or its agents, servants or independent contractors who are directly responsible to the City, or for defects in design furnished by such persons. Moreover, nothing in this Subsection 7-3.2 or in Subsection 7-3 will apply to impose on the Contractor, or to relieve the City from, liability for active negligence of the City. The City does not, and will not, waive any rights against the Contractor which it may have by reason of the aforesaid hold harmless agreements because of the acceptance by the City, or deposit with City by Contractor, of any insurance policies described in Subsection 7-3 of the Special Provisions. This hold harmless agreement by the Contractor will apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered by reasons of any of the aforesaid operations of Contractor, or any subcontractor, regardless of whether or not such insurance policies are determined to be applicable to any of such damages or claims for damages. No act by the City, or its representatives in processing or accepting any plans, in releasing any bond, in inspecting or accepting any work, or of any other nature, will in any respect relieve the Contractor or anyone else from any legal responsibility, obligation or liability he might otherwise have. 7-5 PERMITS The following paragraph will be added to Subsection 7-5 of Greenbook: The Contractor will apply for permits required by the City. These permits will be issued on a "no -fee" basis. However, the Contractor must pay for and obtain all other permits from other governmental and utility agencies necessitated by their operations. All bonding fees, (overweight and oversized vehicle permit fees) inspection permit fees or other fees charged or required for such permits must be paid by the Contractor. These costs will be included in the bid item provided. If no bid item is included, costs will be included in the various items of work, and no additional payment will be allowed. 7-8.1 CL,FANUP 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. II -B-27 Agreement No. 5670 7-8.1.1 GENERAL On any construction project requiring trenching within public streets and for which total trenching is in excess of 500 feet, the Contractor will be required to sweep the worksite utilizing a pick-up type street sweeper a minimum of once daily. 7-8.1.2 WATERING Water for dust control 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 deposits and fees as described in this contract, 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 POLLUTION CONTROL The following requirements are added to establish storm water and urban runoff pollution prevention controls. (a) Storm or construction generated water containing sediment such as, construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, clean up of concrete transit mixers or other pollutants from construction sites and parking areas will be retained or controlled on site and will not be permitted to enter the storm drain system. (b) Temporary sediment filtering systems such as sandbags, silt fences, or gravel berms will be utilized to trap sediment so that only filtered water enters the City's storm drain system. Proper clean up and disposal of settled sediment and the filtering system will be the responsibility of the Contractor. (c) Discharge of concrete transit mixer wash water on to approved dirt areas (sub - grade area designated for new concrete construction for example) is acceptable. Discharge on to private property, parkway areas, or the street is not permitted. (d) Plastic or other impervious covering will be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City. (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 II -B-28 Agreement No. 5670 labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures will be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain. (h) All costs associated with water pollution control will be borne by the Contractor. Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor's failure to implement water pollution control measures will be charged to the Contractor. 7-9 PROTECTION AND RESTORAT[ON OF EXISTING IMPROVEMENTS The following requirements are added to Section 7-9: Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectively reduced by the Contractor's operations, such striping or markings will also be considered as existing improvements and the Contractor will replace such improvements. Relocations, repairs, replacements, or re -establishments will be at least equal to the existing improvements and will match such improvements in finish and dimensions unless otherwise specified. 7-10 PUBLIC CONVENIENCE AND SAFETY The following requirement is added to Section 7-10; Unless otherwise specified all traffic control will be performed in accordance with the Work Area Traffic Control Handbook (WATCH) Latest Edition, published by Building News. 7-10.1 TRAFFIC AND ACCESS The Contractor will notify the occupants of all affected properties at least 48 hours before any temporary obstruction of access. Vehicular access to property line will be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer. At least one (1) twelve (12) foot wide traffic lane will be provided for each direction of travel on all streets at all times except as permitted by the Engineer. The traffic lanes will be maintained on pavement, and will remain unobstructed. All work requiring that a lane be closed or a lane moved right or left will be noticed to the traveling public by use of City approved lighted arrow boards. Clearances from traffic lanes will be five (5) feet to the edge of any excavation and two (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 Agreement No. 5670 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 of the WATCH Manual and lights will be Type A per Section 7-6 of the "Work Area Traffic Control Handbook" (WATCH). 7-10.2 STREET CLOSURES. DF—FOURS. BARRICADES Street closures will not be allowed except as specifically permitted by the Engineer. The Contractor will prepare any traffic control or detour plans that may be required as directed by the Engineer. Lane transitions will not be sharper than a taper of thirty (30) to one (1). Temporary traffic channelization will be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor will prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed on finish pavement surfaces, which are to remain. Where access to driveway or street crossings need to be maintained, minimum 1 1/4 inch thick steel plating will be used to bridge the trench. All steel plating will have temporary asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross comfortably over the plates and have a non-skid surface. Plates subject to vehicle high traffic speeds and in residential areas will be secured by welding at the discretion of the Engineer. 7-10.5 I'RarECTfON OF THE PUBLIC It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor will use foresight and will take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the Project which will require that immediate and unusual provisions be made to protect the public from danger or loss of life, or damage to life and property, due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action will be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation immediately, the Engineer may provide suitable protection to said interests by causing Agreement No. 5670 such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, will be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. Such remedial measures by the City will not relieve the Contractor from full responsibility for public safety. 7-15 HAZARDOUS MATERIAL The following Subsection will be added to Section 7 of the Greenbook: For any excavation, which extends more than four feet below existing grade, the Contractor will promptly, and before the conditions are disturbed, notify the Engineer, in writing, of 1) any material that the Contractor believes may be hazardous waste, as defined in Health and Safety Code § 25117, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law, 2) subsurface or latent physical conditions at the site differing from those indicated, or 3) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. After receiving notice from the Contractor, the Engineer will promptly investigate any condition identified by the Contractor as being hazardous. The rights and obligations of the City and the Contractor with regard to such conditions (including, without limitation, the procedures for procuring change orders and filing claims) will be specified by the provisions of Subsection 3-4 (Changed Conditions) of the Greenbook. If a dispute arises between the City and the Contractor whether the conditions materially differ, involve hazardous waste, or cause a change in the Contractor's cost or time required for performance of the work, the Contractor will not be excused from any scheduled completion date provided for by the contract, but will proceed with all work to be performed under the contract. The Contractor will retain all rights provided by Subsection 3-5, Disputed Work, of the Greenbook. If the Engineer determines that material called to the Engineer's attention by the Contractor is hazardous waste, or if the Engineer otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Engineer, subject to the provisions of Section 3 (Changes in Work) of the Greenbook. 9-2 LUMP SUM WORK Subsection 9-2, Lump Sum Work, of the Greenbook is deleted in its entirety and replaced by the following: Items for which quantities are indicated as "Lump Sum," "L.S.," or "Job" will be paid Agreement No. 5670 for at the price indicated in the Proposal. Such payment will be full compensation for all costs for labor, equipment, materials and plant necessary to furnish, construct and install the lump sum item of work, complete, in place, and for all necessary appurtenant work, including, but not limited to, all necessary cutting, patching, repair and modification of existing facilities, and clean up of site. Contractor will furnish three copies of a detailed schedule, which breaks down the lump sum work into its component parts and cost for each part, in a form and sufficiently detailed as to satisfy Engineer that it correctly represents a reasonable apportionment of the lump sum. This schedule is subject to approval by Engineer as to both the components into which the lump sum item is broken down, and the proportion of cost attributable to each component. This schedule will be the basis for progress payments for the lump sum work. 9-3.2 PARTIAL ANIS FINAL., PAYMENTS The text of Subsection 9-3.2 of the Standard Specifications is deleted and replaced with the following: The closure date for the purpose of making partial progress payments will be the last working day of each month. The Contractor will prepare the partial payment invoice with measurement of the work performed through the closure date and submit it to the CITY for approval. When work is complete, the Contractor will determine the final quantities of the work performed and prepare the final progress payment, and submit it to the Engineer for approval. It will take a minimum of thirty-five (35) calendar days from the date of approving the 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. li-B-32 Agreement No. 5670 The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety or equal value. At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer, or a State or Federally chartered bank, as the escrow agent, who will pay such surety to the Contractor upon satisfactory completion of the contract. Pursuant to PCC § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, that any such election will be at the Contractor's own expense and will include costs incurred by the City to accommodate the Contractor's request. Progress payment paid by the City as contemplated herein, will be contingent upon the Contractor submitting, in addition to any additional documents, an updated Contract Schedule in the form prescribed by these Contract Documents. Failure of the Contractor to submit an acceptable updated Contract Schedule will result in the City withholding partial payment, without liability to the City, until such an acceptable updated Contract Schedule is submitted. Nothing herein will allow the Contractor to suspend or slow progress of the Work. A City Council resolution established a Project Payment Account, encumbered money in the current budget, and assigned that money to the Project Payment Account which is the sole source of funds available for payment of the Contract Sum. Contractor understands and agrees that Contractor will be paid only from this special fund and if 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-33 Agreement No. 5670 SECTION III — SPECIAL PROVISIONS 1-0. GENERAL SCOPE. TIME FOR COMPLETION AND LOCATION OF WORK, 1-1. General Scope of Work: The work to be done consists of furnishing all labor, materials, tools, equipment, BMP implementation and incidentals for the installation of four total shade structures over the concrete bleachers and exterior benches at the Campus El Segundo athletic field. 1-1 Location of the Work: The project will occur within the Campus El Segundo limits at 2201 E. Mariposa Avenue, EI Segundo, CA 90245. 1-3. Workii1�a s and Time for Completion: Contractor will commence work on date specified in the Notice to Proceed to be issued to the Contractor by City of El Segundo Public Works Department and shall complete work within thirty (30) working days after the date of commencement. 2-0. NOTIFICATIONS The CONTRACTOR will notify all agencies listed here 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, Cheryl Ebert, Public Works Project Manager 310-524-2321 shutdown of work, Lifan Xu, City Engineer 310-524-2368 or resumption of Chris Hentzen, Parks Superintendent 310-524-2716 work after shutdown Ken Berkman, Director of Public Works 310-524-2356 2. Closing of streets El Segundo Police Department** 310-524-2200 El Segundo Fire Department** 310-524-2269 ** The CONTRACTOR will notify the Engineering Division before notifying these offices. The following information is provided for CONTRACTOR'S use to notify agencies if their facilities are affected by CONTRACTOR'S work: 1. Underground Service Alert (all excavation in public right-of-way) 800-227-2600 2. City of EI Segundo — Water Division 310-524-2742 3. City of El Segundo - Wastewater Division 310-524-2754 4. City of El Segundo - Recreation and Parks 310-524-2707 III -A-1 5. Southern California Gas Company 6. Southern California Edison Company (SCE) 7. AT&T 8. Time Warner Communication (Cable) 9. Los Angeles County Sanitation District 10. El Segundo Unified School District 2-1. 2-2 3-0 City Staff Notification Agreement No. 5670 310-671-9002 310-417-3366 310-515-4430 310-768-0400 Extension 414 310-699-7411 310-615-2650 The Contractor shall submit all required employee notices to the City at the pre - construction meeting for approval. The Contractor shall hand -deliver Notices to affected City staff regarding the work at least two (2) weeks before the project begins construction. Notices shall include the project times, dates, working hours, and description of project activities. If any changes occur to project times, dates or working hours, the Contractor will revise and re -deliver the Notice to affected City Staff. The Contractor shall also notify the Police Department, the Fire Department, the City street sweeper, the City waste hauler, and all utilities of the construction schedule and any changes to it. Parking Where street parking may need to be restricted, the Contractor shall post "TEMPORARY NO PARKING" signs on the curb 72 hours in advance of the construction, to alert motorists that parking shall not occur at the location and for what length of time. Signs placed shall be unobstructed and clearly visible from vehicles. Signs should be similar to those posted by City Public Works street maintenance staff. The signs are subject to the approval of the Engineer. The dates and times on the signs shall be site specific and shall cover the minimum time required for "NO PARKING" to facilitate construction. Generic long-term "NO PARKING" time designations are not acceptable. Parking shall not be restricted during any period when construction activity is not scheduled at this particular site. Staging on-site at the Campus El Segundo Athletic Field parking lots for construction related activities and/or equipment must first be approved by City Staff. MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The scope of work under mobilization includes but is not limited to: 1. Obtaining and paying for all required bonds, insurance, permits, and licenses. 2. Completing and submitting required documents in a timely manner. III -A-2 Agreement No. 5670 3. Moving on to the site of all Contractor's equipment required for operations. 4. Arranging for and erection of Contractor's work and storage yard. 5. Posting all OSHA required notices. 6. Submittal of Construction Schedule, Contractor Contact List, and Notices to City staff for City approval. 7. Notification of City staff and residents/pedestrians, including temporary warning and safety signage leading to areas where construction is occurring or where materials are being staged. Notification shall take place at least 72 hours before construction as well as during construction. 8. Re -notification of all affected parties for all construction schedule changes. 9. Protection of utility facilities, landscapes, pavements, structures, and any existing condition and other public property in place during any construction activities. This includes protection of planter boxes and vegetation. 10. Traffic control as required per W.A.T.C.H. manual. 11. Coordination with City staff and any applicable utility agencies to avoid conflicts during project activities. 12. Providing Best Management Practices (BMPs) necessary to comply with NPDES requirements. 13. Bringing unforeseen field conditions to City staff's attention in a timely manner. 14. Restoration of private and public property to existing standard conditions upon demobilization. 15. Clearing and grubbing, and landscape removal if necessary. 16. Installing and removing of all temporary facilities required for operations. 17. Removal and disposal of any existing unused materials from the project sites. 18. Furnishing temporary water services to maintain water services to consumers at all times. 19. Removal of any formwork, nails, stakes, excess resurfacing material, and other construction debris from the project sites. 20. Demobilization. 3-1. 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 specific punch list items and cleanup activities determined by the City staff or their representative, to repair or replace any private or public facilities damaged by the construction and return public right-of-way to the same or better condition as that existing prior to construction. 4-0. WORK SCHEDULE Contractor shall be responsible for providing a workable construction schedule that incorporates the following conditions: 1. The schedule for the work is subject to the approval of the Public Works Department and Parks Department. III -A-3 Agreement No. 5670 2. All work 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. 3. The Contractor shall coordinate all inspections and final sign -offs for permits and the project with Public Works Department and Building Safety staff. 5-0. STANDARDS Section 0-1 on page II -B-1 of these specifications is supplemented by the following additional requirements: All work shall be in conformance with the 2018 Standards Specifications for Public Works Construction (SSPWC) unless otherwise shown on the plans, technical specifications, or as specified herein. Submittal of a bid will be evidence that the Contractor is familiar and knowledgeable about these specifications. Strict compliance with State and Local safety codes will be enforced, 6-0. EE AMINATION OF JOB SITE AND ML ASLi I EN'I VE II'ICAI'ION 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. 7-0. INSPECTION Section 4-1.3 on page II -B-9 of these Specifications is supplemented by the following additional requirements: 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. 2. All work and materials are subject to inspection and approval of the Engineer, 3. Legible copies of material/weight certification shall be turned over to the 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. III -A-4 Agreement No. 5670 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 equipment, and turning around/parking of his vehicles on private property. Existing public and/orprivate 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 driveway shall be maintained at all times for residents and businesses. 10-0, STOI AGE OFMATERIALS AND EM1PMENT No material or equipment shall be stored in public right-of-way without prior approval from the Public Works Department. 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 guarantee any designated property within the City for storage of materials. 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 III -A-5 Agreement No. 5670 end of the job and cleanup of the storage site) from the property owner for this purpose. 6. The Contractor shall adhere to Best Management Practices and NPDES requirements to protect the City right-of-way and storm drain system during construction. 7. Deliver all materials in their original containers with seals unbroken and manufacturer's label and product identification clearly legible on each package. 8. Store all un -containerized materials at the site under adequate cover, maintaining them in a dry condition until ready for use. 11-0. DISPOSAL OF REMOVALS 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. BUILDING SAFETY AND PUBLIC WORKS ENCROACHMENT PERMITS The Contractor will be required to apply and obtain applicable "no -fee" permits from the Public Works and the Building Safety Departments. 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 the Inspector at least 24 hours in advance for inspections. All noted deficiencies on permits shall be corrected by contractor. The project will not be accepted as complete until contractor obtains a final sign -off for all permits. 13-0. I11�OTECTION OF EXISTING IMPROVEMENTS Existing public and/or private improvements, adjacent property, utility and other facilities, trees, fences, sprinkler systems, plants, City benchmarks and centerline ties that are not to be removed ,shall be protected from injury or damage as provided for in Sub -section of Part 1 of SSPWC "Greenbook" Standard Specifications. Any pavement, curb, gutter, landscaping or sidewalk removed beyond the limits established by the engineer shall be reconstructed by the Contractor at his own expense and no additional compensation will be allowed. 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 III -A-6 Agreement No. 5670 monuments or benchmarks damaged or destroyed during construction and file corner records with the City of El Segundo Public Works Department after replacement. Storm Drains: Best Management Practices (BMP's) shall be followed at all times during the project to protect the storm drain system. 14-0. TRAFFIC CONTROL, PUBLIC SAFETY. TY. AND CONVENIENCE Traffic control, construction signing, 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. 15-0. 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 and Building 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. 16-0. WARRANTY The Contractor and/or manufacturer shall warrant all work performed under this Contract for a minimum of two (2) years from the date of Owner's acceptance of completed job. Any defects in materials or workmanship appearing during this period shall be corrected without cost to the City. - END OF SECTION - III -A-7 Agreement No. 5670 SECTION IV — MEASUREMENT AND PAYMENT 1-0. BASE BID ITEMS 1-1. Mobilization (Base Bid Item Measurement for payment of this item shall be billed on a percentage completed basis and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed. This item shall also include full compensation for coordination, notification, cleanup and disposal, pedestrian traffic control, and vehicle traffic control if necessary. 1-2. Furnish and install shade structures Willi the following dimensions: 35 -ft x 20 -ft with II-fthei giltopening, .itICILILliMeii it erit ..ia.%t Nationffootina waw Q. ut°emeiitsand Lrrst,Ilrrry of shade fabric M(,thr- plans and specifications (Base Bid Item No. 2) Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include, but is not limited to, full compensation for the following: • Removal and proper disposal of existing concrete and unused materials as required for the proper installation of shade structures. Proper f he- e strub quallifiel--- tend4 ,, ,.ii eer r,„ m r e Gity lef =ty • Installation of all footings required per engineered design. • Shade structure dimensions are as follows: 35 -ft x 20 -ft, with 11 -ft height opening. • Manufacturer product information and installation requirements shall be followed. Procure and install all components to make a full and complete shade structure, to the City's satisfaction, and per plans and specifications. This product is intended to be installed over the two concrete bleachers along the inner perimeter of the fields (near the concessions building). 1-3. Furnish and install shade structures with the fo:llowinp_dimensions: 32 -ft x, 01.5 -ft -ft with 8 -ft Irei ht acnintx. incltl;dir erg ineerin = installation of footings, procurements and installing of shade fabric per the dans and specifications (Bae Bid Item'No. Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include, but is not limited to, full compensation for the following: IV -A-1 Agreement No. 5670 • Removal and proper disposal of existing concrete and unused materials as required for the proper installation of shade structures. o m de s , ettife ., ". "ieat+ewb,-a will be Fe%4ewe44)y--Qi4y-befbw � r +`.� ac circtie a--r''7[a"n'''ktewred Pmd^iw4e, . • Installation of all footings required per engineered design. • Shade structure dimensions are as follows: 32 -ft x 2 -915 -ft, with 8 -ft height opening. • Manufacturer product information and installation requirements shall be followed. Procure and install all components to make a full and complete shade structure, to the City's satisfaction, and per plans and specifications. This product is intended to be installed over the two benches along the outer perimeter of the fields. 1-4. Miscellaneous Imovements as determined by the lEn � inccr as necessar (Base Bid Item No. 41 Placeholder only. Miscellaneous improvements as determined by the Engineer as necessary. Actual payment to be agreed upon by both the Engineer and the Contractor at time of construction. 14A Prewre design drawin s and calculations under the supervision of a_qualified Professional Engineer, detailing footings, fabrication3 assembly and support of all four ffi shade structures. Base Bid Item No. 4A Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include, but is not limited to, full compensation for the following: • Proper and adequate design of the shade structure per the specifications by a qualified and licensed engineer. Design will be reviewed by City before product is manufactured and installed. • Design shall include detailed drawings of proposed footings, fabrication, assembly, and support of all structures. • Design shall include all structural calculations required to verify adequate loading per applicable code. The following alterative bid items are only applicable if the City determines that they are necessary. 1-5. In lieu of ling item 2fug°nisli and install shade structUres with the 6ollowin dimensions: _50 -ft x 20 -ft with i 1 -ft hei ht ocrit 7 inclydin 7 en"rnee°ur . irastallatio. of footings. procurements and instal Iin of shade fabric per the_plans ands eciftcations r, ltcrn rflve Bid Item 5 IV -A-2 Agreement No. 5670 Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include, but is not limited to, full compensation for the following: • Removal and proper disposal of existing concrete and unused materials as required for the proper installation of shade structures. • Proper and adequate design of the shade structure per the specifications by a qualified and licensed engineer. Design will be reviewed by City before product is manufactured and installed. • Installation of all footings required per engineered design. • Shade structure dimensions are as follows: 50 -ft x 20 -ft, with 11 -ft height opening. • Manufacturer product information and installation requirements shall be followed. • Procure and install all components to make a full and complete shade structure, to the City's satisfaction, and per plans and specifications. • This product is intended to be installed over the two concrete bleachers along the inner perimeter of the fields (near the concessions building). Note, that this line item is in lieu of line item #2. 1-6. Fabricate steel members related to bid line item #2 to allow for future light and electrical installation. Alternative Bid Item 6 Measurement for payment of this item shall be billed on a lump sum basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include, but is not limited to, full compensation for fabricating the steel members related to line item #2, to accommodate future installation of electrical wiring and light fixtures under the shade canopy. 2-0. PROGRESS PAYMENTS S AND RETENTION 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. 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 IV -A-3 Agreement No. 5670 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 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-4 Agreement No. 5670 SECTION V — TECHNICAL SPECIFICATIONS SECTION 011100 SUMMARY OF WORK O1 11 00-1 - GENERAL 1.1 Summary A. The work to be done under this Contract includes the furnishing of project management, labor, materials, tools and equipment, and services, and performing all work necessary for the installation of four total shade structures over the concrete bleachers and exterior benches at the Campus El Segundo athletic field site and related work, all in accordance with the Contract Documents and Plans. 1.2 Project Identification A. The formal project name is "Campus El Segundo Shade Structure Project". The project may sometimes be referred to as "CES Shade Structure Project". B. The project limits are within the Campus EI Segundo athletic field site, at 2201 E. Mariposa Avenue, El Segundo CA, 90245. C. Refer to Section III, Special Provisions, of the Contract for requirements related to work schedule, mobilization, standards, and other general requirements. 1.3 Scope of Work A. Work shall include, but is not limited to, the following: Work as shown on the plans.. 2. Demolition shall include, but is not limited to, the following: a. Removal of stadium seating concrete as needed for the installation of footings and steel shade structures. Excavation and removal of soil to the depth required per structural engineering drawings. b. Removal of sidewalk concrete for the installation of footings and steel shade structures. Excavation and removal of soil to the depth required per structural engineering drawings. C. Contractor shall legally dispose of all equipment and materials not intended for the final product. Offm] Agreement No. 5670 3, Construction of the CES shade structures (base bid) shall include, but is not limited to, the following: a. Four (4) shade structures are included with this project as follows: i. On the eastern side of the west field, one (1) — 35 -ft x 20 -ft with l 1 -ft entry height shade structure shall be provided over the concrete stadium seating. ii. On the western side of the east field, one (I) -35 -ft x 20 -ft with 11 -ft entry height shade structure shall be provided over the concrete stadium seating. iii. On the western side of the west field, one (1) — 32 -ft x 2 -015 -ft with 8 -ft entry height shade structure shall be provided over the bench. iv. On the eastern side of the east field, one (1) — 32 -ft x 2015 - ft with 8 -ft entry height shade structure shall be provided over the bench. b. Prepare design drawings and calculations under the supervision of a qualified professional engineer, detailing fabrication, assembly, and support of shade structures. c.. Procurement, installation, and assembly Shade Comforts tensioned fabric shade structure (or approved equal) following the manufacturer's product and installation requirements. d. Placing foundations for all structures as required per engineered drawings. Footings shall be placed in accordance with and conform to engineered specifications and drawings. e. Refer to Section 13 31 23 for the technical specifications for tensioned fabric shade structures. 4. Alternative Bid: a. In lieu of two (2) 35 -ft x 20 -ft with 11 -ft entry height shade structures over the bleacher sections (as identified above), increase the length of the structures to 50 -ft. This item would include two (2) 50 -ft x 20 -ft x 11 -ft entry height shade structures over the bleacher sections. b. Related to bid item 2, fabricate steel members to allow for future light and electrical installation at the canopies over the bleachers. V -A-2 Agreement No. 5670 C, Alternate bid items shall also include scope of work as identified in Section 01 11 00, 1.3.A.1, Section 01 11 00, 1.3.A.2 Section 01 11 00, 1.3.A.3 -b, -c, -d, and -e, as shown above. 1.4 Qualification Data A. Installer must be a qualified firm that is approved, authorized, or licensed by the shade structure manufacturer to install manufacturer's product and that is eligible to receive manufacturer's warranty. 1.5 Interpretation of Drawing A. The drawings showing the layout of the shade structures indicate approximate locations. The location as shown on the drawings are schematic only and are not intended to show the exact locations. Contractor shall perform due diligence prior to proceeding and during the course of the work. 1.6 Plans, Standard Plans, and Specifications A. The following plans and standard plans are provided for use by the Contractor and are part of this bid package: Attachment A — CES Site Plan and Locations of Proposed Shade Structures Attachment B — Proposed Shade Structures over the Bleachers Attachment C — Proposed Shade Structures over the Benches Attachment D — Tensioned Fabric Shade Structure Technical Specifications 1.7 Supplemental Information A. The following supplemental information is provided for use by the Contractor: Campus El Segundo Record/As-Built Drawings END SECTION O1 11 00 V -A-3 SECTION 13 3123 TENSIONED FABRIC STRUCTURES 13 3123-1 - GENERAL 1.1 Summary Agreement No. 5670 A. Section includes tensioned fabric canopy system as shown on renderings and specified in this Section. B. Basis of design is Shade Comforts, Inc., tensioned fabric shade structures, or approved equal, 77 Solano Square #238, Benicia, CA 94510, www.shadecomforts.com a. Local Representative: Bill Moore, 707-746-5080 C. Architect's drawings indicate design intent with respect to sizes, shapes, and configurations of the tensioned fabric canopy. Provide all components and accessories required for complete tensioned fabric canopy system, whether or not specifically shown or specified. D. The tensioned fabric structure Contractor shall be responsible for the structural design, detailing, fabrication, supply, and installation of the Work specified herein. The intent of this specification is to establish in the first instance an undivided, single -source responsibility of the Contractor for all of the foregoing functions. 1.2 Submittals A. Product Data: Include equipment, equipment identification, delivery, storage, and handling, spare parts, and materials. B. Shop Drawings: Include plans, elevations, details, and installation instructions for each component. Include configuration, dimensions, material, and fall height/distance for each component. C. Samples: Provide minimum 5 fabric samples to demonstrate color range and powder coat color selections. D. Certificates: Include manufacturer qualifications and installer qualifications. E. Warranty: Include manufacturer's warranty for all products. a. Refer to attachment for minimum warranty requirements. F. Closeout submittals: Provide maintenance instructions and applicable warranties. 1.3 Project Conditions V -A-4 Agreement No. 5670 A. Field Measurements: Verify layout information for shade structures shown on the drawings. Field verify locations and dimensions prior to construction. B. Refer to layout drawings, Attachments A, B, and C for approximate locations and dimensions of product. 13 3123-2 — PRODUCTS 2.1 Materials A. See attachment D. B. All components, accessories, hardware, and other items required for a complete and usable system shall be provided. 13 3123-3 - INSTALLATION 3.1 Installation A. General — Comply with manufacturer's written installation instructions. See Attachment D. B. Contractor shall maneuver equipment and installation operations so that it does not impact the synthetic turf. No equipment or personnel will be permitted on the synthetic turf. 3.2 Field Quality Control A. Installation shall be performed by factory certified technicians with at least 5 years' experience installing shade structures. 3.3 Completion A, When the installation and construction of the shade structures have been completed, the Contractor shall clean and protect the site from damage. Existing site features that have been damaged from the construction must be restored to original condition at the Contractor's expense. B. Shade structures must be cleaned of all materials associated with the construction. C. Touch up, repair, or replace damaged products before substantial completion. D. Excess waste and material not used for the project must be properly and legally removed and disposed of at project completion. E. Installer shall turn over all installation instructions, parts lists, maintenance instructions, tool kits, and spare materials to the owner upon completion. END SECTION 13 3123 V -A-5 Agreement No. 5670 PW 18-28 — CES Shade Structure Project ��,...w.... m. ,., . �� PPf wti�'ban WM1kf UJ vr. �uti dy ,, " � � s"�" •., wN,�'mwrw�vwvrJ I ��y"�" ��I'r,Vll'U'�� p➢ �/" v/dt /� ; L � � �f� .""'uW�� r ✓ �lfr� r"'"� P i �,,J- �, uo"" ��i////%rr/ ; ✓�- r/ � ,�, y , r 11rrr� r I w� oliwa��l�li�aTl�lll�kr�r,�/�e"�;,�� l l , � , ull 11 � ,til /a oft �� u� '1 �� ', , 1� i�r�M11, /u� ,lI%�Il+llil1NN111�lhly I� rr I�II911 /�1 NP gg s u � /l -�� 9�� l �fy/�Jr� y �l�l�ar.'�'X,�Olil/�r!tll!<ll1,Ga�;l�u�dd',�N� ; ,�'"" �„ a �r�aec � i , / ,1111��. R. I1 o>v /J" � JV4'�rVv✓ald�ritiml,,,Nmnl'u«„�.mrrV r f��- � "� i r /ri� r NE 1 7 p1. II % n. If 1 f 1 fV ! I'WfiViNtlIM7'�tflW�v!'”„ � Il / c �� MO. o Or . j r r IN W u wu 'Vh r r / 2011 � � J �/I G� r tl a n�afryi�,41"',/ y %ltiJu! rl i /rr rr nio✓ l�rr J o,/�m,Nir ,Pjiirr o / �urn / CJ,V iy p..r i w rr r yr I�'1 �, u� rrl/� �`,/�b�� r r r a, j/ 1 'II'G il�oe &� i {; to/ i- a% J „/ rrr/� YlG r N^ n rr mA' / r /.: i i�if//// i/1✓,�.. ji 1 N Art✓ gid/ ,«v of /r' /r 115-202137-C-1 iv�/ awl �'+I'..i xv 6 ®. o' �� r � / l � J P 'I / r r .a J' v, J tl 1' f� Am VlEp milli fg1 i 9 / lr /a��1,DJ%iI/r i` "7 W�/ am; 11Y oar rr�YfF",.1llNV1iy?1J11N�!lI'r1i�A/I%i�:rJ�/F r1N i�mr�©J/rr,,"a r /�� .,./L., ✓rii✓///r ��/Ol// /// �✓��l rs�kT�rl/�/iJYal�/r ri ite :+w�9Y �m%��1r?ri�r ar///r �r ,a �;% „i ., ��,N ,n,»�:, .. .,n� m. r "9YJ1.Y+�4)uv'WD ,o/"/,/,, .. ,,.,., ., „�, Agreement No. 5670 PW 18-28 — CES Shade Structure Project lJ Agreement No. 5670 Agreement No. 5670 "W 18-28 — CES Shade Structure Project UTM Agreement No. 5670 Agreement No. 5670 PW 18-28 — CES Shade Structure Project Agreement No. 5670 DESIGN -BUILD SPECIFICATIONS SHADE TENSIONED FABRIC SHADE STRUCTURES COMFORTS GENERAL Q11AL11YASSURANM I. Single -vendor contractual responsibility for all phases of the design -build process (i.e. design, engineering, fabrication, shipping, unloading, foundation construction, structure erection, & warranty servicing o Design & Engineering • To current, local California building code by Professional Structural Engineer licensed in California • PE must have designed/engineered 100+ commercial, cable- tensioned fabric structures • Wind design speed: 110+ MPH 3 -second wind gusts with fabrics attached o In -Plant Fabrication • Fabricator has 20+ years experience exclusively manufacturing cable -tensioned shade structures • To ensure fit & finish, fabricator does both steel work and sews fabrics • All materials shall be free of sharp edges, corners, & extremely rough surfaces • All materials shall be new and conform to all specifications as herein stated o Construction • Licensed California contractor with "B" (Gen'l Building) or "C61 -D03" (Awnings) license • 10+ years dedicated experience with cable -tensioned fabric shade structures • Completion of 100+ commercial (i.e. non-residential) California structures • Completion of 5+ California municipal projects in last 3 years • BBB Accredited rating of A+ • Completion of accredited training in rigging, forklift & scissor lift operations • Building permit will always be obtained when required • Proof of Insurance minimums: ➢ Workers Compensation: $1M Each Accident ➢ General Liability: $2M General Aggregate; $1M Each Occurrence ➢ Automotive Liability: $1M Each Accident II. Closely -held, corporation dependent on reputation with California architects, general contractors, & owners 1.0 MATERIALS 1.1 FABRIC A. High density polyethylene (HDPE) fabric shall be Alnet Extra Block shade cloth or approved equal o Weighs 9.2-9.6 ounces per square yard for durability (ASTM D3776) color dependent • Fabric strength: Monofilament & tape construction • Tensile Strength (ASTM C 4595-86) color dependent: Warp: 1224-1156 lbf/ft. Weft: 1632-1768 lbf/ft. • Tear Strength (ASTM D 1424) color dependent: Warp: 44 IV,, Weft: 44 lbf • Elongation at Break: (ASTM C 4595-86) color dependent: Warp: 66-68%; Weft: 58% • Burst Strength (ASTM 3786) color dependent: 784-828 lbf o UV stabilized for protection • UV% blocked: 85-96% (color dependent) UV Protection Factor: up to 25 (color dependent) o Shade Factor (visual light): 80-97% (color dependent) o Stentored to maintain shape under tension and minimize sag o Rachel -knitted to prevent unraveling if cut o Temperature stability: -77 to 176 degrees F o 10 year warranty B. A l n e t Extra Block fire resistance approvals o California State Fire Marshal Section 13115 Registration # F-94501 o NFPA 701-99 (Test Method 2) o ASTM E-84 Shade Comforts, Inc. 77 Solano Square #238 Benicia, CA 94510 (707) 746-5080 www.shadecomforts.com Agreement No. 5670 DESIGN -BUILD SPECIFICATIONS SHADE TENSIONED FABRIC SHADE STRUCTURES COMFORTS 1.2 THREAD A. Shall be Gore Tenara high density; high strength and low shrinkage B. Shall be abrasion resistant and immune to UV radiation C. Shall be unaffected by non -hydrocarbon based cleaning agents, acid rain, mildew, rot, chlorine, saltwater, and industrial pollution D. Shall be warranted for six (6) years 1.3 CARBON STRUCTURAL STEEL A. All fabricated steel shall conform to approved shop drawings and calculations. B. All carbon structural steel shall be ASTM A500 or A513 (except steel pipe columns, which shall be ASTM A-53 Grade B, unless otherwise noted). Plate steel shall conform to A36 Grade B. 1.4 TENSIONING CABLE & HARDWARE A. 7x19 galvanized steel cable shall conform to ASTM A-603 B. Cable diameter determined by calculated engineering load o 1/4" diameter for small -to -medium loads; 3/8" diameter for heavy loads C. Cable connectors, shackles & turnbuckles shall be stainless steel or hot dipped galvanized D. Machine bolts shall conform to ASTM A-307 unless otherwise noted. E. Fabric corners for tensile structures shall have aluminum discs for added strength. 1.5 ANCHOR BOLTS A. Anchor bolts set in new concrete shall be A36 threaded rod, ASTM A-325, or A-307.. B. All anchor bolts shall be hot dipped galvanized. 1.6 FOOTING REINFORCEMENT A. All reinforcement shall conform to ASTM A-615 grade 60. B. All reinforcing steel shall conform to approved shop drawings and calculations. 2.0 PROCESSES 2.1 WELDING A. All shop welds shall comply with the latest edition of the American Welding Society Specifications. B. Welding procedures shall comply with the AWS D1.1 -AWS Structural Welding Code -Steel. C. All welds to be performed by certified welder. D. All welds shall be continuous where length is not given, unless otherwise noted on drawings. E. All welds shall develop the full strength of the weaker member. F. All welds shall be made using E70xx electrodes; gas metal welds using ER 7053 wire G. Shop connections shall be welded unless noted otherwise. H. All fillet welds shall be a minimum of 3/16" unless otherwise noted. I. All steel shall be welded shut at terminations to prevent leakage. J. Field -welded connections are not acceptable. K. Field connections shall be indicated on the drawings 2.2 CORROSION PROTECTION A. Non -galvanized structural carbon steel greater than 7 gauge thickness plus welds o Degrease with mild alkaline cleaner at 140 degrees. o Iron phosphate rinse to create a conversion layer on the steel & welds. o Prebake in oven at 350-400 degrees to burn off additional contaminants. o Apply rust inhibiting primer prior to applying the powder coat. o Primer shall be epoxy polyester hybrid. o Apply TGIC polyester, UV -inhibited weather resistant powder coat (minimum 2 mm thick). Shade Comforts, Inc. 77 Solano Square #238 Benicia, CA 94510 (707) 746-5080 www.shadecomforts.com Agreement No. 5670 DESIGN -BUILD SPECIFICATIONS SHADE TENSIONED FABRIC SHADE STRUCTURES COMFORTS B. Pre -galvanized structural steel up to 7 gauge thickness o Already has triple layer of zinc protection with polymer clear coat acting as primer. o Clean with a mild alkaline solution. o Prebake in oven at 350-400 degrees to burn off additional contaminants. o Apply TGIC polyester, UV -inhibited weather resistant powder coat (minimum 2 mm thick). 2.3 SEWING A. On-site sewing of fabric will not be accepted. B. C orners shall be reinforced with extra non -tear material & strap C. P erimeters containing cables shall be double row lock stitched. 2.4 FOOTING CONSTRUCTION A. Footings shall conform to approved engineering specifications. B. Reinforcement fabricated & placed to latest ACI Detailing Manual & Manual of Standard Practice. C. Concrete work shall conform to latest edition of American Concrete Building Code ACI 318. D. Concrete specifications shall conform to approved engineering specifications. E. 28 Days Strength F'c = 3000 psi or 2500 psi depending upon approved engineering specifications. F. Contractor shall not pour concrete when daily ambient temperature is below 55 degrees F. 2.5 STRUCTURE ERECTION A. Erect structures & hardware in compliance with fabricators' instructions. B. Securely fasten all parts to be attached. C. Ensure all parts interact freely & smoothly without binding. D. Install shade structure in a timely manner & coordinate with the work of other trades. 3.0 WARRANTY 3.1 The structural integrity of the steel shall be warranted for twenty (20) years. 3.2 The fabric & sewn composite shade covering shall have a pro -rated warranty of ten (10) years. 3.3 When used in its designed capacity, the structure shall be guaranteed for five (5) years from original installation against: A. S teel frame corroding or deteriorating under normal conditions. B. Inappropriate design of supporting structure. C. Fabrics shall be warranted for winds & gusts up to a specified design. The fabric warranty is void if winds or gusts exceed such design. D. Excessive loss of fabric color under normal exposure conditions (i.e. sunlight, rot, & normal atmospheric chemicals). E. Wearing or wind blowouts caused by poor installation or design. 3.4 The fabrics should be removed before extreme wind conditions that exceed its design capacity. 3.5 The contractor reserves the right to repair or replace any item covered by the warranty. 3.6 Shade structures located in areas where they may be damaged from other construction shall be protected and or removed from the locations until hazardous conditions cease. Shade Comforts, Inc. 77 Solaro Square #238 Benicia, CA 94510 (707) 746-5080 www.shadecomforts.com Agreement No. 5670 APPENDIX: o Soils Report CITY OF EL SEGUNDO Appendix ELSEGUNDO ATHLETIC FIELDS Agreement No. 5670 GEOTECHNICAL INVESTIGATION PROPOSED EL SEGUNDO SOCCER COMPLEX NEC Mariposa Avenue at Nash Street for The City of EI Segundo Department of Public Works SOUTHERN CALIFORNIA GEOTECHNICAL A California Corporation Agreement No. 5670 GEOTECHNICAL INVESTIGATION PROPOSED EL SEGUNDO SOCCER COMPLEX NEC Mariposa Avenue at Nash Street for The City of EI Segundo Department of Public Works SoCalGeo August 24, 2006 City of EI Segundo Department of Public Works 1501 Illinois Street El Segundo, California 90245 Attention: Mr. Mark Trujillo Park Superintendent Proposal No.: 06G208-1 Subject: Geotechnical Investigation Proposed EI Segundo Soccer Complex NEC Mariposa Avenue at Nash Street EI Segundo, California Dear Mr. Trujillo: Agreement No. 5670 SOUTHERN CALIFORNIA GEOTECHNICAL A California Corporation In accordance with your request, we have conducted a geotechnical investigation at the subject site. We are pleased to present this report summarizing the conclusions and recommendations developed from our investigation. We sincerely appreciate the opportunity to be of service on this project. We look forward to providing additional consulting services during the course of the project. If we may be of further assistance in any manner, please contact our office.1pf5 2 Respectfully Submitted, UTHERN CALIFORNIA GEOTECHNICAL, INC. Llv K. Mitchell, GE 2364 al noineer GE 2294 neer DNAtribu'on: (1) Addressee (4) RJM Design Group N- 236A Exp. 09/'30/06 FESS/6 SE' No. 2294 M Exp 1AM'if051 OFC 22885 East Savi Ranch Parkway v Suite E • Yorba Linda, CA 92887-4624 voice: (714) 777-0333 v fax: (714) 685-1118• www.socalgeo.com Agreement No. 5670 TABLE O CONTENTS 3.1 Site Conditions 4 3.2 Proposed Development 4 4..0 SUBSUIR *AC EX 'LO ATION 6 4.1 Scope of Exploration/Sampling Methods 6 4.2 Geotechnical Conditions 6 6.0 1COMIMILENDATIONS 10 6.1 Seismic Design Considerations 10 12 6.2 Geotechnical Design Considerations 13 6.3 Site Grading Recommendations 17 6.4 Construction Considerations 17 6.5 Foundation Design and Construction 19 6.6 Floor Slab Design and -Construction 20 6.7 Exterior Flatwork Design and Construction 20 6.8 Trash Enclosure Design Parameters 21 6.9 Retaining Wall Design and Construction 23 6.9 Pavement Design Parameters 7.0 GEPI RAL CO h' Mf NT 2 ► A Plate 1: Site Location Map Plate 2: Boring Location Plan B Boring Logs C Laboratory Test Results D Grading Guide Specifications E UBCSEIS Output SOUTHERN Proposed Soccer Complex — EI Segundo, CA Project No. 06G208-1 CALIFORNIA GEOTECHNICAL Agreement No. 5670 1.0 EXECUTIVE SUMMARY Presented below is a brief summary of the conclusions and recommendations of this investigation. Since this summary is not all inclusive, it should be read in complete context with the entire report. Site Preparation • Initial site stripping should include removal of the existing moderate native grass and weed growth. • The proposed building areas are underlain by fill soils, extending to depths of 21/2 to 61/2t feet. These fill and possible fill soils possess variable compositions and variable strengths. These materials are not considered suitable, in their present condition to support the proposed structure. • The on-site soils generally possess medium to high expansive potentials. • The existing soils within the proposed restroom/concession building and shade structure areas should be overexcavated to a depth of 2 feet below existing grade and to a depth of 2 feet below proposed building pad subgrade elevation. Within the foundation influence zones, the overexcavation should extend to a depth of at least 2 feet below proposed foundation bearing grade. In addition, the existing undocumented fill soils should be removed in their entirety. The overexcavation should extend at least 5 feet beyond the building perimeter. • After overexcavation has been completed, the exposed subgrade soils should be evaluated by the geotechnical engineer to identify any additional soils that should be overexcavated. The resulting subgrade should then be scarified to a depth of 10 to 12 inches, thoroughly moisture conditioned to 2 to 4 percent above optimum moisture content, and recompacted to at least 90 percent of the ASTM D-1557 maximum dry density. The previously excavated soils may then be replaced as compacted structural fill. • The subgrade soils within the new Portland cement concrete flatwork areas should be overexcavated to a depth of 1 foot below proposed subgrade elevation, and to a depth of at least 1 foot below existing grade. These soils at the base of the overexcavation should be prepared in a manner similar to that recommended below for the proposed parking areas. • The new parking area subgrade soils are recommended to be scarified to a depth of 12t inches, moisture conditioned to 2 to 4 percent above optimum, and recompacted to at least 90 percent of the ASTM D-1557 maximum dry density. - Building Foundations • Conventional shallow foundations, supported in newly placed compacted fill. ■ 2,000 lbs/fe maximum allowable soil bearing pressure. • Minimum embedment depth: 24 inches • Reinforcement consisting of at least six (6) No. 5 rebars (3 top and 3 bottom) in strip footings, due to the presence of expansive soils at this site. Additional reinforcement may be necessary for structural considerations. Building Floor Slab • Conventional Slab -on -Grade, 5 inches thick. • Reinforcement consisting of at least No. 4 bars at 16 inches on -center, in both directions. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 GEOTECHNICAL Page 1 ... _ m__... ... Agreement No. 5670 Pavements • Asphaltic Concrete: • Parking Stalls: 3 inches asphaltic concrete over 6 inches aggregate base. • Auto Drive Lanes: 3 inches asphaltic concrete over 9 inches aggregate base. • Portland Cement Concrete (PCC): • Autos Only: 5 inches PCC over compacted subgrade. • Truck Lanes: 51/2 inches PCC .over compacted subgrade. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 Page 2 GEOTECHNICAL Agreement No. 5670 2.0 SCOPE OF SERVICES The scope of services performed for this project was in accordance with our Proposal No. 06P268, dated June 19, 2006. The scope of services included a visual site reconnaissance, subsurface exploration, field and laboratory testing, and geotechnical engineering analysis to provide criteria for preparing.the design of the building foundations, building floor slabs, and parking lot pavements along with site preparation recommendations and construction considerations for the proposed development. The evaluation of the environmental aspects of this site was beyond the scope of services for this geotechnical investigation. SOUTHERN Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 Page 3 GEOTECHNICAL Agreement No. 5670 3.0 SrTE AND PROJECT DESC O 3.1 Site Conditions The subject site is located at the northeast corner of North Nash Street and East Mariposa Avenue in EI Segundo, California. The site is bordered to the west by North Nash Street, to the south by East Mariposa Avenue, and to the north and east by vacant parcels. The general location of the site is illustrated on the Site Location Map, included as Plate 1 in Appendix A of this report. The subject site consists of a rectangularly shaped parcel approximately 5.4 acres in size. The site is currently vacant and undeveloped and by visual observation appears to have been recently disced and tilled. Ground surface cover consists of exposed and disturbed soil with negligible weed growth. Construction debris including concrete fragments, occasional asphaltic concrete fragments and trace amounts of rebar were scattered across the site. An earthen drainage Swale is present in the southeastern corner of the site, which leads into the storm drain on East Mariposa Avenue. The Swale is lined with rip -rap except where the Swale terminates into the storm drain. Moderate to heavy weed growth is present in and around the Swale. Detailed topographic information was not available at the time of this report; however, a note on a site plan provided by RIM Design Group indicates that existing site grades dip downward to the south, at a gradient of approximately 1 percent. Visually, there was estimated to be 4 to 5t feet of elevation differential across the site. Information regarding the proposed development was obtained from a site plan prepared by RIM Design Group Inc. This plan indicates that the new development will consist of several soccer fields and associated improvements. The new structures associated with the development will consist- of a raised concrete viewing area in the central portion of the site, which will incorporate- a restroom/concession building. Shade structures will be located on the east and west sides of the proposed developments. We understand that the new soccer fields will utilize artificial turf. Detailed structural information regarding the proposed structures is not currently available. It is assumed that all of the proposed structures will be constructed of light -gauge steel framing and/or masonry block walls. These buildings all are assumed to be one-story in height. Several areas of concrete slab -on -grade construction and small retaining walls will be required as part of the proposed development. Based on the assumed construction, maximum column and wall loads are expected to be on the order of 30 kips and 1 to 3 kips per linear foot, respectively. The proposed development is not expected to include any significant amounts of below grade construction, such as basements or crawl spaces. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 Page 4 GEOTECHNICAL Agreement No. 5670 Detailed grading plans were not available at the time of the geotechnical investigation. We understand that the raised viewing area in the center of the site will be elevated 3 to 5t feet above the surrounding soccer fields. The soccer fields are expected to be relatively level or slope slightly downward to the south, in the direction of the prevailing topography. Based on these grades, and the proposed construction, maximum cuts and fills on the order of 3 to 4t feet are expected to be necessary to achieve the new site grades. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 Page 5 GEOTE HCICAL Agreement No. 5670 0 SUBSURFACE EXPLORATION The subsurface exploration conducted for this project consisted of five (5) borings advanced to depths of 10 to 20± feet below currently existing site grades. All of the borings were logged during drilling by a member of our staff. The borings were advanced with hollow -stem augers, by a truck -mounted drilling rig. Representative bulk and in-situ soil samples were taken during drilling. Relatively undisturbed in- situ samples were taken with a split barrel "California Sampler" containing a series of one inch long, 2.416± inch diameter brass rings. This sampling method is described in ASTM Test Method D-3550. In-situ samples were also taken using a 1.4± inch inside diameter split spoon sampler, in general accordance with ASTM D-1586. Both of these samplers are driven into the ground with successive blows of a 140 -pound weight falling 30 inches. The blow counts obtained during driving are recorded for further analysis. Bulk samples were collected in plastic bags to retain their original moisture content. The relatively undisturbed ring samples were placed in molded plastic sleeves that were then sealed and transported to our laboratory. The approximate locations of the borings are indicated on the Boring Location Plan, included as Plate 2 in Appendix A of this report. The Boring Logs, which illustrate the conditions encountered at the boring locations, as well as the results of some of the laboratory testing, are included in Appendix B. 4.2 Geotechnical Conditions Artificial Fill A surficial layer of artificial fill materials was encountered at all five of the boring locations, extending to depths of 2% to 6'/± feet. The fill materials are highly variable in composition, consisting of loose to dense silty sands and clayey sands as well as stiff to very stiff sandy clays and clays. Several samples of the fill materials contained minor amounts of debris, including asphaltic concrete fragments and brick fragments. Soils classified as possible fill were encountered at Boring Nos. B-1 and B-2, extending to depths of 4'/Z± feet. These possible fill soils consist of brown to black silty clay with varying amounts of fine sand. These possible fill soils possess some indicators of fill, but also resemble the underlying native alluvium, resulting in their classification as possible fill. SOUTHERN Proposed Soccer Complex — EI Segundo, CA GEO Project No. 06G208-1 CALIFORNIA Page 6 ,�. _ CHNICAL Agreement No. 5670 Alluvium. Beneath the fill and possible fill soils, the borings encountered native alluvium. The near -surface alluvial soils generally consist of medium to high plasticity clays, silty clays and clayey silts. These materials extend to depths of 10 to 12t feet. At greater depths, the boring encountered medium dense fine sands, extending to at least the maximum depth explored of 20t feet. No free water was encountered during the drilling of any of the five test borings. In addition, delayed readings taken within the open boreholes did not identify any standing water. Based on the lack of any water within the borings, as well as the moisture contents of the recovered soils samples, the static groundwater table is considered to have existed at a depth in excess of 20t feet at the time of the subsurface exploration. CALIFORNIA Proposed Soccer complex — EI Segundo, CA GEOTECHNICALProject No. 066208-1 SOUTHER Page 7 ..a..._ .---, Agreement No. 5670 The soil samples recovered from the subsurface exploration were returned to our laboratory for further testing to determine selected physical and engineering properties of the soils. The tests are briefly discussed below. It should be noted that the test results are specific to the actual samples tested, and variations could be expected -at other locations and depths. Classification All recovered soil samples were classified using the Unified Soil Classification System (USCS), in accordance with ASTM D-2488. Field identifications were then supplemented with additional visual classifications and/or by laboratory testing. The USCS classifications are shown on the Boring Logs and are periodically referenced throughout this report. The density has been determined for selected relatively undisturbed ring samples. These densities were determined in general accordance with the method presented in ASTM D-2937. The results are recorded as dry unit weight in pounds per cubic foot. The moisture contents are determined in accordance with ASTM D-2216, and are expressed as a percentage of the dry weight. These test results are presented on the Boring Logs. Consolidation Selected soil samples have been tested to determine their consolidation potential, in accordance with ASTM D-2435. The testing apparatus is designed to accept either natural or remolded samples in a one -inch high ring, approximately 2.416 inches in diameter. Each sample is then loaded incrementally in a geometric progression and the resulting deflection is _recorded at selected time intervals. Porous stones are in contact with the top and bottom of the sample to permit the addition or release of pore water. The samples are typically inundated with water at an intermediate load to determine their potential for collapse or heave. The results of the consolidation testing are plotted on Plates C-1 through C-4 in Appendix C of this report. Soluble Sulfates A representative sample of the near -surface soils was submitted to a subcontracted analytical laboratory for determination of soluble sulfate content. Soluble sulfates are naturally present in soils, and if the concentration is high enough, can result in degradation of concrete which comes into contact with these soils. The results of the soluble sulfate testing are not yet available. These test results, along with recommendations for any appropriate sulfate resistant concrete mix designs will be presented in an addendum report. A representative bulk sample of soil collected from the building area was submitted to a subcontracted analytical laboratory for determination of electrical resistivity and pH. The SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G�2e08 8 GEOTECHNICAL 9 resistivity of the soils is a measure of their potential to attack buried as utility lines. The results of the resistivity and pH testing are discussed further in a subsequent section of this report. Sample Identification B-1 @ 0 to 5 feet Resistivity (gh:m-cm) 1400 Agreement No. 5670 metal improvements such presented below, and are iH 8.2 The expansion potential of the on-site soils was determined in general accordance with Uniform Building Code (UBC) Standard 18-2. The testing apparatus is designed to accept a 4 -inch diameter, 1 -in high, remolded sample. The sample is initially remolded to 50f 1 percent saturation and then loaded with a surcharge equivalent to 144 pounds per square foot. The sample is then inundated with water, and allowed to swell against the surcharge. The resultant swell or consolidation is recorded after a 24-hour period. The results of the EI testing are as follows: aompl-q Wentification Expansion lnde_x Expansive Potential B-1 @ 3 to 8 feet 96 High B-3 @ 0 to 5 feet 70 Medium B-5 @ 0 to 5 feet 78 Medium A representative bulk sample has been tested for its maximum dry density and optimum moisture content. The result has been obtained using the Modified Proctor procedure, per ASTM D-1557 and is presented on Plate C-5 in Appendix C of this report. These tests are generally used to compare the in-situ densities of undisturbed field samples, and for later compaction testing. Additional testing of other soil types or soil mixes may be necessary at a later date. Atterberg Limit Atterberg Limits testing (ASTM- D-4318) was performed on three (3) representative samples of near surface soils. This test is used to determine the Liquid Limit and Plastic Limit of the soil. The Plasticity Index is the difference between the two limits. Plasticity Index is a general indicator of the expansive potential of the soil, with higher numbers indicating higher expansive potential. Soils with a PI greater than 25 are considered to have a high plasticity, and a high expansion potential. The results of the Atterberg Limits testing are presented on the boring logs. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 GEOTE HNICAL Page 9 Agreement No. 5670 6.0 CONCLUSIONS AND RECOMMENDATIONS Based on the results of our review, field exploration, laboratory testing and geotechnical analysis, the proposed development is considered feasible from a geotechnical standpoint. The recommendations contained in this report should be taken into the design, construction, and grading considerations. The recommendations are contingent upon all grading and foundation construction activities being monitored by the geotechnical engineer of record. The Grading Guide Specifications, included as Appendix D, should be considered part of this report, and should be incorporated into the project specifications. The contractor and/or owner of the a development should bring to the attention of the geotechnical engineer any conditions that differ from those stated in this report, or which may be detrimental for the development. The subject site is located in an area which is subject to strong ground motions due to earthquakes. The performance of a site specific seismic hazards analysis was beyond the scope of this investigation. However, numerous faults capable of producing significant ground motions are located near the subject site. Due to economic considerations, it is not generally considered reasonable to design a structure that is not susceptible to earthquake damage. Therefore, significant damage to structures may be unavoidable during large earthquakes. The proposed structure should, however, -be designed to resist structural collapse and thereby provide reasonable protection from serious injury, catastrophic property damage and loss of life. Research of available maps indicates that the subject site is not located within an Alquist-Priolo Earthquake Fault Zone. Therefore, the possibility of significant fault rupture on the site is considered to be low. ormr-OMMIJIMM The proposed development must be designed in accordance with the requirements of the latest edition of the Uniform Building Code (UBC) or the California Buliding Code (CBC), whichever is applicable. The UBC/CBC provides procedures for earthquake resistant structural design that include considerations for on-site soil conditions, seismic zoning, occupancy, and the configuration of the structure including the structural system and height. The seismic design parameters presented below are based on the seismic zone, soil profile, and the proximity of known faults with respect to the subject site. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 1W ... . GEOTECHNICAL Page 10 Agreement No. 5670 The 1997 UBC/2001 CBC Design Parameters have been generated using UBCSEIS, a computer program published by Thomas F. Blake (January 1998). The table below is a compilation of the data provided by UBCSEIS, and represents the largest design values presented by each type of fault. A copy of the output generated from this program is included in Appendix E of this report. A copy of the Design Response Spectrum, as generated by UBCSEIS is also included in Appendix E. Based on this output, the following parameters may be utilized for the subject site: • Nearest Type A Fault: • Nearest Type B Fault: • Soil Profile Type: • Seismic Zone Factor (Z): • Seismic Coefficient (Ca): • Seismic Coefficient (Cv): • Near -Source Factor (Na) • Near -Source Factor (N„) Cucamonga (64 km) Newport — Inglewood (6.6 km) Sp 0.40 0.44 0.73 1.0 1.1 The design procedures presented by the UBC and CBC are intended to protect life safety. Structures designed using these minimum design procedures may experience significant cosmetic damage and serious economic loss. The use of more conservative seismic design parameters would provide increased safety and a lower potential for cosmetic damage and economic loss during a large seismic event. Ultimately, the structural engineer and the project owner must determine what level of risk is acceptable and assign appropriate seismic values to be used in the design of the proposed structures. Liquefaction Liquefaction is the loss of strength in generally cohesionless, saturated soils when the pore - water pressure induced in the soil by a seismic event becomes equal to or exceeds the overburden pressure. The primary factors which influence the potential for liquefaction include groundwater table elevation, soil type and grain size characteristics, relative density of the soil, initial confining pressure, and intensity and duration of ground shaking. The depth within which the occurrence of liquefaction may impact surface improvements is generally identified as the upper 50 feet below the existing ground surface. Liquefaction potential is greater in saturated, loose, poorly graded fine sands with a mean (d50) grain size in the range of 0.075 to 0.2 mm (Seed and Idriss, 1971). Clayey (cohesive) soils or soils which possess clay particles (d<0.005mm) in excess of 20 percent (Seed and Idriss, 1982) are generally not considered to be susceptible to liquefaction, nor are those soils which are above the historic static groundwater table. Research of the Seismic Hazard Map for the 'Vdnice Quadrangle, published by the California Geological Survey (CGS) indicates that the site is not located within a designated liquefaction hazard zone. In addition, the subsurface conditions encountered at the boring locations are not considered to be conducive to liquefaction. Based on these factors, liquefaction is not considered to be a significant design concern for this project. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 ., , . - - --------. Page 11 �_.._...... GEOTECHNICAL Agreement No. 5670 General The subject site is generally underlain by undocumented fill soils, extending to depths of 2'/: to 6'/zf feet. These fill materials possess highly variable composition and variable strengths. Based on these characteristics, the fill materials do not appear to have been placed under engineering controlled conditions. They are therefore not considered suitable for support of the foundations and floor slabs of the new structures. Based on these considerations, remedial grading is recommended to be performed within the areas of the two new shade structures and the restroom/concession building. Based on our conversations with the project architect, the new artificial turf field require that the subgrade soils be compacted to at least 95% percent of the ASTM D-1557 maximum dry density. Settlement The recommended remedial grading will remove the existing undocumented fill soils from within the proposed building areas. The native alluvial soils that will remain in place beneath the newly placed layer of structural fill will not be subject to significant consolidation under the anticipated foundation loads. Therefore, following completion of the recommended grading, post - construction settlements are expected to be within tolerable limits. Expansion Laboratory testing performed on a representative sample of the near surface soils indicates that these materials possess medium to high expansion potentials (EI = 70 to 96). Based on the presence of expansive soils, special care should be taken to properly moisture condition and maintain adequate moisture content within all subgrade soils as well as newly placed fill soils. The foundation and Floor slab design recommendations contained within this report are made in consideration of the expansion index test results. It is recommended that additional expansion index testing be conducted at the completion of rough grading to verify the expansion potential of the as -graded building pad. Corrosion Potential Laboratory testing indicates that the onsite soils possess resistivity. value of 1400 ohm -cm and a pH value of 8.2. These test results have been evaluated in accordance with guidelines published by the Ductile Iron Pipe Research Association (DIPRA). The DIPRA guidelines consist of a point system by which characteristics of the soils are used to quantify the corrosivity characteristics of the site. Resistivity and pH are two of the five factors that enter into the evaluation procedure. Relative soil moisture content as well as redox potential and sulfides are also included. Although redox potential and sulfide testing were not part of the scope of services for this project, we have evaluated the corrosivity characteristics of the on-site soils using resistivity, pH and moisture content. Based on these factors, and utilizing the DIPRA procedure, the on- site soils are considered to be moderately corrosive to ductile iron pipe. Therefore, it SOUTHERN Proposed Soccer Complex — EI Segundo, CA Project No. 06G208-1 CALIFORNIA Page 12 COfCAL Agreement No. 5670 is expected that some form of protection will be required for cast iron or ductile iron pipes. If a more detailed evaluation is desired, redox potential and sulfide content should be determined for the on-site soils. The client may also wish to contact a corrosion engineer to provide a more thorough evaluation. IIy r .. u� Removal and recompaction of the near surface soils is estimated to result in an average shrinkage of 8 to 13 percent. Minor ground subsidence is expected. to occur in the soils below the zone of removal, due to settlement and machinery working. The subsidence is estimated to be 0.1± feet. This estimate may be used for grading in areas that are underlain by native alluvial soils and/or existing fill materials. These estimates are based on previous experience and the subsurface conditions encountered at the boring locations. The actual amount of subsidence is expected to be variable and will be dependent on the type of machinery used, repetitions of use, and dynamic effects, all of which are difficult to assess precisely. Setbacks In accordance with Uniform Building Code (UBC) and California Building Code (CBC) requirements, all footings should maintain a minimum horizontal setback of H/3, where H equals the slope height, measured from the outside face of the footing to any descending slope face. This setback should not be less than 7 feet, nor need it be greater than 40 feet. ar �r N r� ,. w ■ No grading or foundation plans were available at the time of this report. It is therefore recommended that we be provided with copies of the preliminary plans, when they become available, for review with regard to the conclusions, recommendations, and assumptions contained within this report. The grading recommendations presented below are based on the subsurface conditions encountered at the boring locations and our understanding of the proposed development. We recommend that all grading activities be completed in accordance with the Grading Guide Specifications included as Appendix D of this report, unless superseded by site-specific recommendations presented below. w - Initial site stripping should include removal of any surficial vegetation. Based on conditions encountered at the time of the subsurface exploration, stripping of sparse to moderate grass and weed growth is expected to be necessary. These materials should be disposed of off-site. The actual extent of site stripping should be determined in the field by the geotechnical engineer, based on the organic content and stability of the materials encountered. N Proposed Soccer Complex — EI Segundo, CA SOUTHER Project No. 06G208-1 CALIFORNIA Page 13 Agreement No. 5670 Initial site preparation should also include removal of minor amounts of concrete debris, stockpiled fill soils, and other similar materials that exist in scattered areas throughout the property. The existing soils, as well as any concrete fragments less than 2 inches in size may be incorporated into new structural fills. It is expected that the earthen lined drainage swale, present in the southeastern region of the site will be abandoned. Removal of 2 to 5t feet of relatively soft soils as well as the riprap lining will be required. The geotechnical engineer should be contacted for specific grading recommendations in this area, once site stripping is complete. ., . w ..MW Remedial grading should be performed within the proposed structure areas in order to remove the existing undocumented fill soils and to create a more uniform subgrade condition beneath the new structures. It is recommended that the existing undocumented fill soils be removed in their entirety. Based on conditions encountered at the boring locations, these materials extend to depths of 21/2 to 6'/f feet. It is also recommended that the soils within the building areas be overexcavated to a depth of 2 feet below existing grade and to a depth of at least 2 feet below proposed pad elevation. The influence zones of the new foundations should be overexcavated to a depth of at least 2 feet below proposed foundation bearing grade. The overexcavation areas should extend at least 5 feet beyond the building perimeters, and to an extent equal to the depth of fill below the new foundations. If the proposed structures incorporate any exterior columns (such as for a canopy or overhang) the area of overexcavation should also encompass these areas. Following completion of the overexcavation, the subgrade soils within the structure areas should be evaluated by the geotechnical engineer to verify their suitability to serve as the structural fill subgrade, as well as to support the foundation' loads of the new structures. This evaluation should include proofrolling and probing to identify any soft, loose or otherwise unstable soils that must be removed. Some localized areas of deeper excavation may be required if additional fill materials or loose, porous, or low density native soils are encountered at the base of the overexcavation. The possible fill soils that were encountered at Boring Nos. B-2 and B-3 should be evaluated by the geotechnical engineer at the time of overexcavation. If these possible soils are determined to represent additional undocumented fill, they should also be removed in their entirety. After a suitable overexcavation subgrade has been achieved, the exposed soils should be scarified to a depth of at least 12 inches, and moisture conditioned to at least 2 to 4 percent above optimum moisture content, and recompacted to at least 90 percent of the ASTM D-1557 maximum dry density. The previously excavated soils may then be replaced as compacted structural fill. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIAProject No. 06G208-1 �...L I Page 14 A GEOTECHNICA Agreement No. 5670 R�MWNMGTI M=1111 .� Based on information provided by the project archite , we understand that the manufacturer of `the artificial turf requires that the subgrade soils b compacted to at least 95 percent relative icompaction. Based on standard practice, this 95 per ent compaction standard may be based on the Standard Proctor (ASTM D-698). Typically, regio practice dictates that structural fill soils are compacted to 90 percent of the Modified Proctor Standard (ASTM D-1557), which is roughly equivalent to 95 percent of the ASTM D-698 maximum density. Construction of the proposed artificial turf surface over a densely compacted, expansive soil subgrade could result in significant future heave. It is recommended that the manufacturer be contacted to determine the maximum plasticity and/or expansion potential of the artificial turf subgrade soils. Depending upon these requirements, it may be necessary to overexcavate a portion of the medium to high expansive soils that currently exist on this site, to allow for placement of a surficial layer of very x low expansive materials. Treatment of Existing Solls: Parking Areas Although not indicated on the preliminary site plan, some areas of new asphaltic concrete or Portland cement concrete pavements may be required as part of the new development. Recommendations for preparation of these areas are presented below. Based on economic considerations, overexcavation of the existing soils in the new parking areas is not considered warranted, with the exception of areas where lower strength, or unstable, soils are identified by the geotechnical engineer during grading. Subgrade preparation in the new parking areas should initially consist of removal of all soils disturbed during stripping and demolition operations. The geotechnical engineer should evaluate- the subgrade to identify any areas of additional unsuitable soils. The subgrade soils should then be scarified to a depth of 12t inches, moisture conditioned to 2 to 4 percent above optimum moisture content, and recompacted to at least 90 percent of the ASTM D-1557 maximum dry density. Based on the presence of variable strength fill soils throughout the site, it is expected that some isolated areas of additional overexcavation may be required to remove zones of lower strength, unsuitable soils. Treatment of Existing Soils: Rgtaining,.Walls and Site Walls The existing soils within the areas of any proposed retaining walls should be overexcavated to a depth of 2 feet below foundation bearing grade and replaced as compacted structural fill, as discussed above for the proposed building pad. Non -retaining site walls are recommended to be overexcavated to a depth of 1 foot below proposed foundation bearing grade. In both cases, the overexcavation subgrade soils should be evaluated by the geotechnical engineer prior to scarifying, moisture conditioning and recompacting the upper 12 inches of exposed subgrade soils. The previously excavated soils may then be replaced as compacted structural fill. Any undocumented fill soils that are present within the new retaining wall foundation areas should also be removed in their entirety. Treatment of Existing Soils: Proposed Concrete Flatwork Areas In general, the subgrade soils within any areas of new Portland cement concrete flatwork should be prepared in accordance with the recommendations presented above for the proposed building SOUTHERN Proposed Soccer Complex — EI Segundo, CA Project No. 06G2-1 08 15 CALIFORNIAAL a d�I.OTFCINNICAL 9 Agreement No. 5670 pad areas. However, complete removal and replacement of the existing undocumented fill soils is not considered warranted. Overexcavation of the concrete flatwork areas maybe limited to 1 foot below existing grade and/or 1 foot below proposed subgrade elevation, whichever is greater. The underlying subgrade soils in these areas should then be scarified to a depth of 12f inches, moisture conditioned to 2 to 4 percent above optimum moisture content and then be compacted to at least 90 percent of the ASTM D-1557 maximum dry density. Fill Placement 0 Fill soils should be placed in thin (6f inches), near -horizontal lifts, moisture conditioned to 2 to 4 percent above the optimum moisture content, and compacted. m On-site soils may be used for fill provided they are cleaned of any debris to the satisfaction of the geotechnical engineer. All fill should conform with the recommendations presented in the Grading Guide Specifications, included as Appendix D. @ All grading and fill placement activities should be completed in accordance with the requirements of the UBC and the grading code of EI Segundo and/or Los Angeles County. All fill soils should be compacted to at least 90 percent of the ASTM D-1557 maximum dry density. Fill soils should be well mixed. 0 Compaction tests should be performed periodically by the geotechnical engineer as random verification of compaction and moisture content. These tests are intended to aid the contractor. Since the tests are taken at discrete locations and depths, they may not be indicative of the entire fill and therefore should not relieve the contractor of his responsibility to meet the job specifications. Imported Structural Fill All imported structural fill should consist of low expansive (EI < 50), well graded soils possessing at least 10 percent fines (that portion of the sample passing the No. 200 sieve). Additional specifications for structural fill are presented in the Grading Guide Specifications, included as Appendix D. In general, all utility trench backfill should be compacted to at least 90 percent of the ASTM D- 1557 maximum dry density. As an alternative, a clean sand (minimum Sand Equivalent of 30) may be placed within trenches and compacted in place (jetting or flooding is not recommended). It is recommended that materials in excess of 3 inches in size not be used for utility trench backfill. Compacted trench backfill should conform to the requirements of the local grading code, and more restrictive requirements may be indicated by EI Segundo and/or Los Angeles County. All utility trench backfills should be witnessed by the geotechnical engineer. The trench backfill soils should be compaction tested where possible; probed and visually evaluated elsewhere. Utility trenches which parallel a footing, and extending below a 1h:1v plane projected from the outside edge of the footing should be backfilled with structural fill soils, compacted to at least 90 percent of the ASTM D-1557 standard. Pea gravel backfill should not be used for these trenches. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 Page 16 GEOTECHNICAL Agreement No. 5670 Excavation Considerations The near -surface soils are predominately cohesive. Based on their strength and composition, extensive caving of shallow excavations is not expected to occur. However, if caving does occur within shallow excavations, flattened excavation slopes are expected to be sufficient to provide excavation stability. Deeper excavations may require some form of external stabilization such as shoring or bracing. Maintaining adequate moisture content within the near -surface soils will improve excavation stability. Temporary excavation slopes should be no steeper than 1.5h:1v. All excavation activities on this site should be conducted in accordance with Cal -OSHA regulations. Expansive Soils The near surface on-site soils have been determined to possess a medium to high expansion potential. Therefore, care should be given to proper moisture conditioning of all building pad subgrade soils to a moisture content of 2 to 4 percent above the Modified Proctor optimum during site grading. All imported fill soils should have low expansive characteristics. In addition to adequately moisture conditioning the subgrade soils and fill soils during grading, special care must be taken to maintain moisture content of these soils at 2 to 4 percent above the Modified Proctor optimum. This will require the contractor to frequently moisture condition these soils throughout the grading process, unless grading occurs during a period of relatively wet weather. Due to the presence of expansive soils at this site, provisions should be made to limit the potential for surface water to penetrate the soils immediately adjacent to the structures. These provisions should include directing surface runoff into rain gutters and area drains, reducing the extent of landscaped areas around the structures, and sloping the ground surface away from the buildings. Where possible, it is recommended that landscaped planters not be located immediately adjacent to the proposed buildings. If landscaped planters around the building are necessary, it is recommended that drought tolerant plants or a drip irrigation system be utilized, to minimize the potential for deep moisture penetration around the structure. Other provisions, as determined by the civil engineer may also be appropriate. Groundwater The static groundwater table is considered to have existing at a depth in excess of 20t feet at the time of the subsurface exploration. Therefore, groundwater is not expected to impact excavations for foundations or utilities. Based. on the preceding grading recommendations, it is assumed that the new pads for the shade structures and restroom/concession building will be underlain by structural fill soils used SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. Page 17 OTEC&CAL 9 Agreement No. 5670 to replace existing undocumented fill soils and variable strength alluvium. These new structural fill soils are expected to extend to depths of at least 2 feet below proposed foundation subgrade elevation. These soils will be underlain by 1t foot of additional soil that has been densified and moisture conditioned in place. Based on this subsurface profile, the proposed strcutrues may be supported on conventional shallow foundation systems. Our= 94=10 JIM =a1larameters New square and rectangular footings may be designed as follows: • Maximum, net allowable soil bearing pressure: 2,000 lbs/ft2. • Minimum wall/column footing width: 14 inches/24 inches. • Minimum longitudinal steel reinforcement within strip footings: Six (6) No. 5 rebars (3 top and 3 bottom), due to the of presence expansive soils. • Minimum foundation embedment: 12 inches into suitable structural fill soils, and at least 24 inches below adjacent exterior grade. • It is recommended that the perimeter building foundations be continuous across all exterior doorways. Any flatwork adjacent to the exterior doors should be doweled into the perimeter foundations in a manner determined by the structural engineer. The allowable bearing pressures presented above may be increased by 1/3 when considering short duration wind or seismic loads. The minimum steel reinforcement recommended above is based on geotechnical considerations; additional reinforcement may be necessary for structural considerations. The actual design of the foundations should be determined by the structural engineer. Foundation Construction The foundation subgrade soils should be evaluated at the time of overexcavation, as discussed in Section 6.3 of this report. It is further recommended that the foundation subgrade soils be evaluated by the geotechnical engineer immediately prior to steel or concrete placement. Soils suitable for direct foundation support should consist of newly placed structural fill, compacted to at least 90 percent of the ASTM D-1557 maximum dry density. Any unsuitable materials should be removed to a depth of suitable bearing compacted structural fill and/or dense alluvium, with the resulting excavations backfilled with compacted fill soils. As an alternative, lean concrete slurry (500 to 1,500 psi) may be used to backfill such isolated overexcavations. The foundation subgrade soils should also be properly moisture conditioned to 2 to 4 percent above the Modified Proctor optimum, to a depth of at least 12 inches below bearing grade. Since it is typically not feasible to increase the moisture content of the floor slab and foundation subgrade soils once rough grading has been completed, care should be taken to maintain the moisture content of the foundation subgrade soils throughout the construction process. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 Page 18 GEOTECHNICAL Agreement No. 5670 Estimated Foundation Settlements Post -construction total and differential movements (settlement and/or heave) of shallow foundations designed and constructed in accordance with the previously presented recommendations are estimated to be less than 1.5 and 0.75 inches, respectively. Differential movements are expected to occur over a 30 -foot span, thereby resulting in an angular distortion of less than 0.003 inches per inch. Lateral Load Resistance Lateral load resistance will be developed by a combination of friction acting at the base of foundations and slabs and the passive earth pressure developed by footings below grade. The following friction and passive pressure may be used to resist lateral forces: a Passive Earth Pressure: 250 lbs/f:3 • Friction Coefficient: 0.25 These are allowable values, and include a factor of safety. When combining friction and passive resistance, the passive pressure component should be reduced by one-third. These values assume that footings will be poured directly against compacted structural fill or dense native alluvium. The maximum allowable passive pressure is 2000 lbs/ft?. Subgrades which will support new floor slabs should be prepared in accordance with the recommendations contained in the Site Grading Recommendations section of this report. Based on the anticipated grading which will occur at this site, the floors of the new buildings may be constructed as conventional slabs -on -grade supported on newly placed structural fill, extending to a depth of at least 2 feet below finished pad grade. Based on geotechnical considerations, the floor slabs may be designed as follows: 0 Minimum slab thickness: 5 inches. • Minimum slab reinforcement: No. 4 bars at 16 inches on -center in both directions. The actual floor slab reinforcement should be determined by the structural engineer, based on the imposed loading. • If the floor slab is to be designed per section 1815 of the Uniform Building Code (UBC), an effective plasticity index of 23.5 should be utilized. Slab underlayment: 10 mil vapor barrier overlain by 2 inches of clean sand. Where moisture sensitive floor coverings are not anticipated, the vapor barrier and the 2 inch layer of sand may be eliminated. Moisture condition the floor slab subgrade soils to 2 to 4 percent above the Modified Proctor optimum moisture content, to a depth of 12 inches. The moisture content of SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G2O8-1 Page 19 GEOTECHNICAL Agreement No. 5670 the floor slab subgrade soils should be verified by the geotechnical engineer within 24 hours prior to concrete placement. Proper concrete curing techniques should be utilized to reduce the potential for slab curling or the formation of excessive shrinkage cracks. The actual design of the floor slab should be completed by the structural engineer to verify adequate thickness and reinforcement. 6.7 Exterior Flatwork Design and C nstruction Subgrades which will support new exterior slabs -on -grade for patios, sidewalks and driveways should be prepared in accordance with the recommendations contained in the Grading Recommendations section of this report. Based on the anticipated grading which will occur at this site, exterior flatwork will be underlain by compacted fill soils extending to at least 12 inches below proposed grade. Based on geotechnical considerations, exterior slabs on grade may be designed as follows: 10 Minimum slab thickness: 5 inches • Slab edges to be thickened to 12 inches where adjacent to landscape areas. • Minimum slab reinforcement: No. 3 bars at 12 inches on center, in both directions.. • Presaturation of subgrade soils to at least 120% of optimum to a depth of at least 18 inches prior to concrete placement. q Proper concrete curing techniques should be utilized to reduce the potential for slab curling or the formation of excessive shrinkage cracks. Control joints should be provided at a maximum spacing of 8 feet on center in two directions for slabs and at 4 feet on center for sidewalks. Control joints are intended to direct cracking. Minor to moderate cracking of exterior concrete slabs on grade should be expected. If such cracking is not considered acceptable, the flatwork areas should be overexcavated to a depth of 24 inches below finished grade, to allow for placement of a new layer of very low expansive (EI < 20) structural fill. • Expansion or felt joints should be used at the interface of exterior slabs on grade and any fixed structures to permit relative movement. 'ar. w., . Although not indicated on the site plan provided to our office, it is expected that the proposed development will require one or more trash enclosures. It is expected that the trash enclosure as well as the approach slab will be subjected to relatively heavy wheel loads, imposed by trash removal equipment. SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 A GEO CHNICAL Page 20 Agreement No. 5670 The subgrade soils in the area of the trash enclosure and the approach slab should be prepared in accordance with the recommendations for the parking areas, presented in Section 6.3 of this report. As such, it is expected that the trash enclosure will be underlain by structural fill soils, extending to a depth of 1 foot below proposed subgrade elevation. Based on geotechnical considerations, the following recommendations are provided for the design of the trash enclosure and the trash enclosure approach slab: The trash enclosure may consist of a 6 -inch thick concrete slab incorporating a perimeter footing or a turned down edge, extending to a depth of at least 18 inches below adjacent finished grade. If the trash enclosure will incorporate rigid walls such as masonry block or tilt -up concrete, the perimeter foundations should be designed in accordance with the recommendations previously presented in Section 6.5 of this report. ` • Reinforcement within the trash enclosure slab should consist of at least No. 4 bars at 18 -inches on -center, in both directions. • The trash enclosure approach slab should be constructed of Portland cement concrete, at least 6 inches in thickness. Reinforcement within the approach slab should consist of at least No. 4 bars at 18 -inches on -center, in both directions. • The trash enclosure and approach slab subgrades should be moisture conditioned to 2 to 4 percent above the optimum moisture content to a depth of 12 inches. The trash enclosure slab and the approach slab should be structurally connected, to reduce the potential for differential movement between the two slabs. The actual design of the trash enclosure and the trash enclosure approach slab should be completed by the structural engineer to verify adequate thickness and reinforcement. 6.9 Retaining Wall Design and +Cganstrnucti+on Based on the site plan provided to our office, some small retaining walls (3 to 5t feet in height) will be required in the area of the new restroom/concession building. The parameters recommended for use in the design of these walls are presented below. Based on the soil conditions encountered at the boring locations, the following parameters may be used in the design of new retaining walls for this site. We have provided parameters for two different types of wall backfill: on-site soils and imported select granular material. The on-site soils generally consist of silty and clayey sands to sandy clays. Based on their composition, these materials have been assigned a friction angle of 28 degrees. In order to use the design parameters for the imported select fill, this material must be placed within the entire active SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 9 , CHNICAL Pae 21 Agreement No. 5670 failure wedge. This wedge is defined as extending from the base of the retaining wall upwards at an angle of approximately 600 from horizontal. RETAINING WALL DESIGN PARAMETERS Regardless of the backfill type, the walls should be designed using a soil -footing coefficient of friction of 0.25 and an equivalent passive pressure of 250 lbs/ft3. The structural engineer should incorporate appropriate factors of safety in the design of the retaining walls. The active earth pressure may be used for the design of retaining walls that do not directly support structures or support soils that in turn support structures and which will be allowed to deflect. The at -rest earth pressure should be used for walls that will not be allowed to deflect such as those which will support foundation bearing soils, or which will support foundation loads directly. Where the soils on the toe side of the retaining wall are not covered by a "hard" surface such as a structure or pavement, the upper 1 foot of soil should be neglected when calculating passive resistance due to the potential for the material to become disturbed or degraded during the life of the structure. The retaining wall foundations should be supported within newly placed compacted structural fill, extending to a depth of least 2 feet below foundation bearing grade. Foundations to support new retaining walls should be designed in accordance with the general Foundation Design Parameters presented in a previous section of this report. Backfill Material It is recommended that a minimum 1 foot thick layer of free -draining granular material (less than 5 percent passing the No. 200 sieve) be placed against the face of the retaining walls. This material should extend from the top of the retaining wall footing to within 1 foot of the ground surface on the back side of the retaining wall. This material -should be approved by the SOUTHERN CALIFORNIA N Proposed Soccer Complex — EI Segundo, CA Project No. 06G208-1 GEOTECHNICAL Page 22 Soil Type Design Parameter Imported Aggregate Base On -Site Soils Internal Friction Angle 381, 270 Unit Weight 130 lbs/ft3 125 lbs/ft3 Active Condition 30 lbs/ft3 47 lbs/ft3 level backfill Equivalent Fluid Active Condition 44 lbs/ft3 88 lbs/ft3 Pressure: 2h:ly backfill At -Rest Condition 50 lbs/ft3 68 lbs/ft' level backfill Regardless of the backfill type, the walls should be designed using a soil -footing coefficient of friction of 0.25 and an equivalent passive pressure of 250 lbs/ft3. The structural engineer should incorporate appropriate factors of safety in the design of the retaining walls. The active earth pressure may be used for the design of retaining walls that do not directly support structures or support soils that in turn support structures and which will be allowed to deflect. The at -rest earth pressure should be used for walls that will not be allowed to deflect such as those which will support foundation bearing soils, or which will support foundation loads directly. Where the soils on the toe side of the retaining wall are not covered by a "hard" surface such as a structure or pavement, the upper 1 foot of soil should be neglected when calculating passive resistance due to the potential for the material to become disturbed or degraded during the life of the structure. The retaining wall foundations should be supported within newly placed compacted structural fill, extending to a depth of least 2 feet below foundation bearing grade. Foundations to support new retaining walls should be designed in accordance with the general Foundation Design Parameters presented in a previous section of this report. Backfill Material It is recommended that a minimum 1 foot thick layer of free -draining granular material (less than 5 percent passing the No. 200 sieve) be placed against the face of the retaining walls. This material should extend from the top of the retaining wall footing to within 1 foot of the ground surface on the back side of the retaining wall. This material -should be approved by the SOUTHERN CALIFORNIA N Proposed Soccer Complex — EI Segundo, CA Project No. 06G208-1 GEOTECHNICAL Page 22 Agreement No. 5670 geotechnical engineer. If the layer of free -draining material is not covered by an impermeable surface, such as a structure or pavement, a 12 -inch thick layer of a low permeability soil should be placed over the backfill to reduce surface water migration to the underlying soils. The layer of free draining granular material should be, separated from the backfill soils by a suitable geotextile, approved by the geotechnical engineer. The on-site clayey sands may be used for retaining wall backfill. However, the use of the highly expansive on-site soils for retaining wall backfill is not recommended. Due to their expansive characteristics, the materials could exert lateral earth pressures much higher than those for which the retaining walls will be designed. All retaining wall backfill should be placed and compacted under engineering controlled conditions in the necessary layer thicknesses to ensure an in-place density between 90 and 93 percent of the maximum dry density as determined by the Modified Proctor test (ASTM D1557- 91). Care should be taken to avoid over -compaction of the soils behind the retaining walls, and the use of heavy compaction equipment should be avoided. Subsurface Dri ina e As previously indicated, the retaining wall design parameters are based upon drained backfill conditions. Consequently, some form of permanent drainage system will be necessary in conjunction with the appropriate backfill material. Subsurface drainage may consist of either: • A weep hole drainage system typically consisting of a series of 4 -inch diameter holes in the wall situated slightly above the ground surface elevation on the exposed side of the wall and at an approximate 8 -foot on -center spacing. The weep holes should include a 2 cubic foot pocket of open graded gravel, surrounded by an approved geotextile fabric, at each weep hole location. • A 4 -inch diameter perforated pipe surrounded by 2 cubic feet of gravel per linear foot of drain placed behind the wall, above the retaining wall footing. The gravel layer should be wrapped in a suitable geotextile fabric to reduce the potential for migration of fines. The footing drain should be extended to daylight or tied into a storm drainage system. Site preparation in the pavement area should be completed as previously recommended in the Site Grading Recommendations section of this report. The subsequent pavement recommendations assume proper drainage and construction monitoring, and are based on either PCA or CALTRANS design parameters for a twenty (20) year design period. However, these designs also assume a routine pavement maintenance program to obtain the anticipated 20 -year pavement service life. It is anticipated that the new pavements will be supported on existing or newly placed fill soils. The on-site soils are highly variable in composition, ranging from silty clays to clayey sands and SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 Page 23 GEOTECHNICAL Agreement No. 5670 silty sands. For the purposes of pavement design, the lower strength sandy clays and silty clays will govern. These materials are expected to exhibit poor to fair pavement support characteristics, with estimated R -values of 10 to 25. Since R -value testing was not included in the scope of services for this project, the subsequent pavement design is based upon an assumed R -value of 10. Any fill material imported to the site should have support characteristics equal to or greater than that of the on-site soils and be placed and compacted under engineering controlled conditions. It may be desirable to perform R -value testing after the completion of rough grading to verify the R -value of the as -graded parking subgrade. Presented below are the recommended thicknesses for new flexible pavement structures consisting of asphaltic concrete over a granular base. An alternate pavement section has been provided for use in parking stall areas due to the anticipated lower traffic intensity in these areas. However, truck traffic must be excluded from areas where the thinner pavement section is used; otherwise premature pavement distress may occur. The pavement designs are based on the traffic indices (TI's) indicated. The client and/or civil engineer should verify that these TI's are representative of the anticipated traffic volumes. ASPHALT PAVEMENTS Thickness (inches) Materials Parking Stalls Auto Drive Lanes TI = 4.0 TI = 5.5 Asphalt Concrete 3 3 Aggregate Base 6 9 Compacted Subgrade 12 12 The aggregate base course should be compacted to at least 95 percent of the ASTM D-1557 maximum dry density. The asphaltic concrete should be compacted to at least 95 percent of the Marshall maximum density, as determined by ASTM D-2726. The aggregate base course may consist of crushed aggregate base (CAB) or crushed miscellaneous base (CMB), which is a recycled gravel, asphalt and concrete material. The gradation, R -Value, Sand Equivalent, and Percentage Wear of the CAB or CMB should comply with appropriate specifications contained in the current edition of the "Greenbook" Standa d Specifications for Public Works Constructi'on. Portland Cement Concrete The preparation of the subgrade soils within Portland cement concrete pavement areas should be performed as previously described for proposed asphalt pavement areas. The minimum recommended thicknesses for the Portland Cement Concrete pavement sections are as follows: SOUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No. 06G208-1 Page 24 GLOI QHM A.L Agreement No. 5670 PORTLAND CEMENT CONCRETE PAVEMENTS Thickness (inches) Materials Automobile Parking and Truck Traffic Areas Drive Areas TI =6.0 PCC 5 5'/z Compacted Subgrade 12 12 95% minimum compaction) The concrete should have a 28 -day compressive strength of at least 3,000 psi. Reinforcing within all pavements should be designed by the structural engineer. The maximum joint spacing within all of the PCC pavements is recommended to be equal to or less than 30 times the pavement thickness. The actual joint spacing and reinforcing of the Portland cement concrete pavements should be determined by the structural engineer. Proposed Soccer Complex — EI Segundo, CA SOUTHERN Project No. 06GZ08-1 GEOTECHNICAL Page 25 Agreement No. 5670 7.0 GENERAL COMMENTS This report has been prepared as an instrument of service for use by the client, in order to aid in the evaluation of this property and to assist the architects and engineers in the design and preparation of the project plans and specifications. This report may be provided to the contractor(s) and other design consultants to disclose information relative to the project. However, this report is not intended to be utilized as a specification in and of itself, without appropriate interpretation by the project architect, civil engineer, and/or structural engineer. The reproduction and distribution of this report must be authorized by the client and Southern California Geotechnical, Inc. Furthermore, any reliance on this report by an unauthorized third party is at such party's sole risk, and we accept no responsibility for damage or loss which may occur. The client(s)' reliance upon this report is subject to the Engineering Services Agreement, incorporated into our proposal for this project. The analysis of this site was based on a subsurface profile interpolated from limited discrete soil samples. While the materials encountered in the project area are considered to be representative of the total area, some variations should be expected between boring locations and sample depths. If the conditions encountered during construction vary significantly from those detailed herein, we should be contacted immediately to determine if the, conditions alter the recommendations contained herein. This report has been based on assumed or provided characteristics of the proposed development. It is recommended that the owner, client, architect, structural engineer, and civil engineer carefully review these assumptions to ensure that they are consistent with the characteristics of the proposed development. If discrepancies exist, they should be brought to our attention to verify that they do not affect the conclusions and recommendations contained herein. We also recommend that the project plans and specifications be submitted to our office for review to verify that our recommendations have been correctly interpreted. The analysis, conclusions, and recommendations contained within this report have been promulgated in accordance with generally accepted professional geotechnical engineering practice. No other warranty is implied or expressed. OUTHERN Proposed Soccer Complex — EI Segundo, CA CALIFORNIA Project No oPag -�. e 26 GEOTE CHNICAL g Agreement No. 5670 APPENDIX A SITE LOCATION MAP BORING LOCATION PLAN K&I M LE s —7t t. qc' ICKWEIIER STATE BEACH Agreement No. 5670 SITE LOCATION MAP PROPOSED SOCCER COMPLEX EL SEGUNDO, CALIFORNIA SOURCE: LOS ANGELES COUNTY 1'= 24W llu THOMAS GUIDE, 2006 SOUTHERN R DAWNWhI : D CHKD:GKM SCG PROJECT CALIFORNIA 06G208-1 GEOTECHNICAL PLATE I October 17, 2006 City of EI Segundo, Department of Public Works 350 Main Street EI Segundo, California 90245 Attention: Mr. Steve Finton Director of Public Works Agreement No. 5670 r �iwwwwrwMu��i SOUTHERN �� W--— CALIFORNIA miaw.w GEOTEICHNIifomia �CAnL OCT 1 9 200 Project No.: 06G208-3 Subject: Updated Grading Recommendations — Soccer Field Proposed EI Segundo Soccer Complex NEC Mariposa Avenue at Nash Street EI Segundo, California Reference: Geotechnical Investigation, Proposed El Segundo Soccer Com lex NEC Mari osa Avenue at Nash Street El Segundo, California_ prepared for the City of EI Segundo, Department of Public Works by Southern California Geotechnical, Inc. (SCG), dated August 24, 2006, SCG Project No. 06G208-1. Dear Mr. Finton: In accordance with your request, this letter presents updated grading recommendations for the areas of the new soccer fields at the above referenced site. SCG previously conducted a geotechnical investigation for the subject site, the results of which were presented in the above referenced report. At that time, no detailed information regarding the requirements of the artificial turf to be installed at this site were available. Since that time, we have communicated with the manufacturer of the artificial turf to determine the requirements of this system. Based on these telephone conversations, we understand that the turf system is tolerant to minor differential movements that may occur as a result of swell due to expansive soils as well as due to minor settlements that could occur within the subgrade soils. As noted in the original geotechnical report, the area of the proposed soccer fields is underlain by undocumented fill soils. These fill soils extended to depths of 2'/2 to 6'/z feet at the boring locations. The fill soils possess variable compositions and variable strengths. Due to the variable characteristics of these soils, they may be subject to minor differential movements after construction. The only feasible means of reducing these movements would be to perform remedial grading in the area of the soccer fields, to remove the potentially expansive undocumented fill soils. Based on our conversation with Mr. Finton, the city has elected to forego removing and replacing these soils as compacted fill. Although this does present a risk associated with differential movements, any future movements are expected to be relatively minor, and based on the information provided by the manufacturer, are not expected to significantly affect the performance of the artificial turf system. Based on these considerations, it is recommended that the soccer field areas be prepared in accordance with the recommendations for the parking areas, as documented in the above referenced geotechnical report. As such, subgrade preparation in the new parking areas should initially consist of removal of all soils disturbed during stripping and demolition operations. The 22885 East Savi Ranch Parkway v Suite E v Yorba Linda, CA 92887-4624 voice: (714) 777-0333 v fax: (714) 685-1118• www.socalgeo.com Agreement No. 5670 geotechnical engineer should evaluate the subgrade to identify any areas of additional unsuitable soils. The subgrade soils should then be scarified to a depth of 12t inches, moisture conditioned to 2 to 4 percent above optimum moisture content, and recompacted to at least 92 percent of the ASTM D-1557 maximum dry density. Based on the presence of variable strength fill soils throughout the site, it is expected that some isolated areas of additional overexcavation may be required to remove zones of lower strength, unsuitable soils. We sincerely appreciate the opportunity to be of continued service on this project. If there are any questions concerning this matter, please contact our office at your convenience. Respectfully Submitted,- E:S,�,r�� U HERN CALIFORNIA GEOTECHNICAL, INC. � CD 0 NO. 2364 eg K. itchell, GE 2364 � Exp osi3aio6 Pri al En "neer D istribu (1) Addressee CAUV (4) RIM Design Group (1) City of EI Segundo, Attn: Mark Trujillo SOUTHERN Proposed Soccer Complex — EI Segundo, CA RNIA SOU CSOU HERN Project No. 06G206-3 GEOTECHNICAL CHNI�"AL Page 2 October 17, 2006 City of EI Segundo, Department of Public Works 350 Main Street EI Segundo, California 90245 Attention: Mr. Steve Finton Director of Public Works Project No.: 06G208-3 Subject: Updated Grading Recommendations — Soccer Field Proposed EI Segundo Soccer Complex NEC Mariposa Avenue at Nash Street EI Segundo, California Agreement No. 5670 SOUTHERN CALIFORNIA GEOTECHNICAL A California Cugmratimi OCT 1 9 1001 Reference: ;eotecl7nical Investigation, Pro Deed EI Se undo Soccer Corn lex NEC Mari osa Avenue at Nash Street El Segundo, California prepared for the City of EI Segundo, Department of Public Works by Southern California Geotechnical, Inc. (SCG), dated August 24, 2006, SCG Project No. 06G208-1. Dear Mr. Finton: In accordance with your request, this letter presents updated grading recommendations for the areas of the new soccer fields at the above referenced site. SCG previously conducted a geotechnical investigation for the subject site, the results of which were presented in the above referenced report. At that time, no detailed information regarding the requirements of the artificial turf to be installed at this site were available. Since that time, we have communicated with the manufacturer of the artificial turf to determine the requirements of this system. Based on these telephone conversations, we understand that the turf system is tolerant to minor differential movements that may occur as a result of swell due to expansive soils as well as due to minor settlements that could occur within the subgrade soils. As noted in the original geotechnical report, the area of the proposed soccer fields is underlain by undocumented fill soils. These fill soils extended to depths of 2'/2 to 6'/Z feet at the boring locations. The fill soils possess variable compositions and variable strengths. Due to the variable characteristics of these soils, they may be subject to minor differential movements after construction. The only feasible means of reducing these movements would be to perform remedial grading in the area of the soccer fields, to remove the potentially expansive undocumented fill soils. Based on our conversation with Mr. Finton, the city has elected to forego removing and replacing these soils as compacted fill. Although this does present a risk associated with differential movements, any future movements are expected to be relatively minor, and based on the information provided by the manufacturer, are not expected to significantly affect the performance of the artificial turf system. Based on these considerations, it is recommended that the soccer field areas be prepared in accordance with the recommendations for the parking areas, as documented in the above referenced geotechnical report. As such, subgrade preparation in the new parking areas should initially consist of removal of all soils disturbed during stripping and demolition operations. The 22885 East Savi Ranch Parkway v Suite E • Yorba Linda, CA 92887-4624 voice: (714) 777-0333 v fax: (714) 685-1118 v www.socalgeo.com Agreement No. 5670 geotechnical engineer should evaluate the subgrade to identify any areas of additional unsuitable soils. The subgrade soils should then be scarified to a depth of 12f inches, moisture conditioned to 2 to 4 percent above optimum moisture content, and recompacted to at least 92 percent of the ASTM D-1557 maximum dry density. Based 'on the presence of variable strength fill soils throughout the site, it is expected that some isolated areas of additional overexcavation may be required to remove zones of lower strength, unsuitable soils. We sincerely appreciate the opportunity to be of continued service on this project. If there are any questions concerning this matter, please contact our office at your convenience. Respectfully Submitted, ESQ/ U HERN CALIFORNIA GEOTECHNICAL, INC. K. cc No. 2364 reg K. itchell, GE 2364 EXP• 09/30/08 Pri Mal En "neer Distribu (1) Addressee CAu (4) RJM Design Group (1) City of EI Segundo, Attn: Mark Trujillo Proposed Soccer Complex— EI Segundo, CA SOUTHERN Project No. 06G208-3 NOW CALIFORNIA Page 2 GEOTECHNICAL Agreement No. 5670 APPENDIX DI •LOGSi Agreement No. 5670 SAMPLE TYPE GRAPHICAL SAMPLE DESCRIPTION Sample Type as depicted above. SYMBOL Number of blow required to advance the sampler 12 inches using a 140 Ib SAMPLE COLLECTED FROM AUGER CUTTINGS, NO AUGER FIELD MEASUREMENT OF SOIL STRENGTH. (DISTURBED) POCKET PEN.: ROCK CORE SAMPLE: TYPICALLY TAKEN WITH A CORE DIAMOND -TIPPED CORE BARREL. TYPICALLY USED GRAPHIC LOG: ONLY IN HIGHLY CONSOLIDATED BEDROCK. DRY DENSITY: Dry density of an undisturbed or relatively undisturbed sample. SOIL SAMPLE TAKEN WITH NO SPECIALIZED GRAB Nl/( EQUIPMENT. SUCH AS FROM A STOCKPILE OR THE LIQUID LIMIT: The moisture content above which a soil behaves as a liquid. GROUND SURFACE. (DISTURBED) The moisture content above which a soil behaves as a plastic. PASSING #200 SIEVE: CALIFORNIA SAMPLER: 2-112 INCH I.D. SPLIT �+ CS The shear strength of a cohesive soil sample, as measured in the BARREL SAMPLER, LINED WITH 1 -INCH HIGH BRASS unconfined state. RINGS. DRIVEN WITH SPT HAMMER (RELATIVELY UNDISTURBED) NO RECOVER: THE SAMPLING ATTEMPT DID NOT NSR RESULT IN RECOVERY OF ANY SIGNIFICANT SOIL OR ROCK MATERIAL STANDARD PENETRATION TEST: SAMPLER IS A 1.4 SPT INCH INSIDE DIAMETER SPLIT BARREL, DRIVEN 18 INCHES WITH THE SPT HAMMER. (DISTURBED) SHEBLY TUBE: TAKEN WITH A THIN WALL SAMPLE SH TUBE. PUSHED INTO THE SOIL AND THEN EXTRACTED. (UNDISTURBED) I'MI VANE SHEAR TEST: SOIL STRENGH OBTAINED VANE USING A 4 BLADED SHEAR DEVICE. TYPICALLY USED IN SOFT CLAYS -NO SAMPLE RECOVERED. COLUMN DESCRIPTIONS DEPTH: Distance in feet below the ground surface. SAMPLE: Sample Type as depicted above. BLOW COUNT: Number of blow required to advance the sampler 12 inches using a 140 Ib hammer with a 30 -inch drop. 50/3" indicates penetration refusal (>50 blows) at 3 inches. WH indicates that the weight of the hammer was sufficient to push the sampler 6 inches or more. POCKET PEN.: Approximate shear strength of a cohesive soil sample as measured by w pocket penetrometer. GRAPHIC LOG: Graphic Soil Symbol as depicted on the following page. DRY DENSITY: Dry density of an undisturbed or relatively undisturbed sample. MOISTURE CONTENT: Moisture content of a soil sample, expressed as a percentage of the dry weight. LIQUID LIMIT: The moisture content above which a soil behaves as a liquid. PLASTIC LIMIT: The moisture content above which a soil behaves as a plastic. PASSING #200 SIEVE: The percentage of the sample finer than the #200 standard sieve. UNCONFINED SHEAR: The shear strength of a cohesive soil sample, as measured in the unconfined state. Agreement No. 5670 SOIL CLASSIFICATION CHART NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS SYMBOLS TYPICAL MAJOR DIVISIONS GRAPH LETTER DESCRIPTIONS CLEAN GRAVEL GRAVELS GW ASND MIXTURES, TITTLE OR NO ANDA. 4 0 40 % FINES ° ° ti (° < POORLY -GRADED GRAVELS, GRAVELLY SOILS (LITTLE OR NO FINES) . O z 0 GP GRAVEL - SAND MIXTURES, LITTLE O (3 'Q r OR NO FINES COARSE ° ° GRAINED GRAVELS WITHPl GM SILTY GRAVELS, GRAVEL -SAND - SOILS MORE THAN 50% FINES 0 SILT MIXTURES OF COARSE FRACTION RETAINED ON NO. 4 SIEVE (APPRECIABLEGC CLAYEY GRAVELS, GRAVEL - SAND - AMOUNT OF FINES) CLAY MIXTURES CLEAN SANDS SIN SANDS, LITTERA SA MORE THAN 509'° SAND NOF GRAVELLY OF MATERIAL IS AND "` «" LARGER THAN SANDY N0.200 SIEVE SIZE SOILS (LITTLE OR NO FINES) SP POORLY -GRADED SANDS, GRAVELLY SAND, LITTLE OR NO FINES SANDS WITHSILTY SM SANDS, SAND - SILT MORETHAN50% FINES MIXTURES OF COARSE FRACTION PASSING ON NO. 4 SIEVE (APPRECIABLE S`+ CLAYEY SANDS, SAND -CLAY AMOUNT OF FINES) MIXTURES INORGANIC SILTS AND VERY FINE M L SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOWTO SILTS FINE AND LIQUID LIMIT C'I- MEDIUM PLASTICITY, GRAVELLY GRAINED CLAYS LESS THAN 50 CLAYS, SANDY CLAYS, SILTY CLAYS, SOILS LEAN CLAYS ®_ O L ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY MORE THAN 50% INORGANIC SILTS, MICACEOUS OR OF MATERIAL IS MH DIATOMACEOUS FINE SAND OR SMALLERTHAN SILTY SOILS " NO, 200 SIEVE SIZE SILTS AND LIQUID LIMIT CH INORGANIC CLAYS OF HIGH CLAYS GREATERTHAN 50 PLASTICITY OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS ', 11-2 �� PT PEAT, HUMUS, SWAMP SOILS WITH , %,' HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS r.r..r SOUTHERN CALIFORNIA GEOTECHNICA Agreement No. 5670 BORING NO. B-1 JOB NO.: 06G208 DRILLING DATE: 8/10/06 WATER DEPTH: Dry PROJECT: Proposed Soccer Complex DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 12 feet LOCATION: EI Segundo, California LOGGED BY: Daniel Nielsen READING TAKEN: At Completion FIELD RESULTS (0 ° DESCRIPTION LABORATORY RESULTS z W W z n z a ~ o W 0 > 0 LL E: U ►- �w U w W w (L ULL a }LL r Z �F 5 U) OW � W ai SURFACE ELEVATION: -- MSL o a � v a a a # ai ov Co aG. FILL: Brown Clayey fine Sand, dense -damp 5q 120 6 25 3.0 111 20 EI = 96 @ 3 to 8' I?OSSIBLE FILL: Btaok Silty Olay, occasional Red Brown fine Sandy Clay lenses„ stiff -moist �LLIVILlM: Dark. Gray to Black Clay, little Silt, staff to very 5 19 3.25 stiff -moist 106 20 50 14 16 4.5+ @ 7 to 8 feet, occasional calcareous nodules 108 18 - Light Brown to tied Brown Clayey fine Sand to fine Sandy 29 4.5+ Clay„ medium dense to very stiff -damp to moist 117 13 10 Light Red Brown fine and, medium g dense -damp 16 I 4 aeda 15 A Boring Terrnm t t a di a as J 9 TEST BORING LOG PLATE B-1 11qW.- SOUTHERN CALIFORNIA GEOTECHNICAL Agreement No. 5670 BORING NO. B-2 JOB NO.: 06G208 DRILLING DATE: 8110106 WATER DEPTH: Dry .a zrr r PROJECT: Proposed Soccer Complex DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 1.9 fleet LOCATION: EI Segundo, California LOGGED BY: Daniel Nielsen READING TAKEN: At Completion FIELD RESULTS °° DESCRIPTION LABORATORY RESULTS z W W z Z a r cn o W� > W U_ zu) lam. W U F U W D Z U t7 W u `. a a. o UN a �� v S2_ O0 0H a_'g� Cn F� OQ 0 W vai m CL t• SURFACE ELEVATION: --- MSL o a U J zi o � < a` z1 (n Ov FILL: Light Brown to Red Brown Silty fine Sand, medium dense -damp 41 116 6 23 116 7 5 FILL: Brawn to Dark Red Brown fine Sandy Clay, varied 7 2.5 coloration, medium stiff -moist 97 20 A Brown Silty Clay, some fine Sand, 6 2.25 asaalnai calcareouht s nodules and deposits, stiff to very 93 22 stiff -moist to very moist 15 4,5+ 109 14 37 15 10 Light Brown fine Sand, medium dense -damp to moist 22 7 15 26 3 i i i i a Y r i , Boring Terminated at 20` TEST BORING LOG PLATE B-2 SOUTHERN ,; CALIFORNIA GEOTECHNICAL '". . .. Agreement No. 5670 BORING NO. B-3 JOB NO.: 06G208 DRILLING DATE: 8/10/06 WATER DEPTH: Dry PROJECT: Proposed Soccer Complex DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 13 feet LOCATION: EI Segundo, California LOGGED BY: Daniel Nielsen READING TAKEN: At Completion FIELD RESULTS LABORATORY RESULTS W � a DESCRIPTION to w ? z o z Xz U ow LLI- U Zrn _ w _ o., f-� o OQ 2 1 0_ }LL DZ 5H co O UW a � Q Uu. W o:V 00 a g� QN Z2 O m ~ SURFACE ELEVATION: — MSL o a E U J J o_ Zi o_ cn U cco 0. 0 FILL: Mottled Red Brown Clayey fine Sand, occasional Black Clay layers, medium stiff to stiff -damp to moist 30 4.5+ 122 7 El = 70 @ 0 to 5' POSSIBLE l�Lltpht Brown 5lbky Clay, trace fire Sand, very 19 4.5+ stiff -moist 112 17 5LUWIUPd; light Gray Brown Clayey Silt, stiff to very 21 4.5+ staff -damp to moist 105 16 Light Gray Brown Silty Clay, very stiff -moist 33 4.5+ 101 18 40 4.5+ 103 14 10 Light Gray Brown fine Sand, medium dense -damp 24 3 15 Boring Terminated at 15' 3 5, 7 7 7 L 7 d a V J 0 TEST BORING LOG PLATE B-3 SOUTHERN CALIFORNIA GEOTECHNICA, Agreement No. 5670 BORING NO. B-4 JOB NO.: 06G208 DRILLING DATE: 8/10/06 WATER DEPTH: Dry PROJECT: Proposed Soccer Complex DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 7 feet LOCATION: EI Segundo, California LOGGED BY: Daniel Nielsen READING TAKEN: At Completion FIELD RESULTS c� ° DESCRIPTION LABORATORY RESULTS Z a s o Lu v w Cn Z H� W ZN LL Lu _ � = p� o F pQ o N m SURFACE ELEVATION: --- MSL o a 2 v a a a� v FILL: Red Brown Clayey /'tine Sand and Bleck Ctay, trace fire Sand, medium dense to stiff -damp to moist 14 4.5+ 10 I e fine to medium Sand Red Brown C a FILL. Gra Brown to !� y y 10 4.5+ ' to fine to medium Sandy Clay, medium dense to very 12 stiff -damp 5 tVtLl ° Light Brown Silty Clay, trace tine„ some Iron oxide 12 2.0 staining, very stiff -moist to very moist 39 Gray Brown Silty Clay, /race Iran oxide staining, very stiff to 20 4.5+ hard -damp 13 �10 Boring Terminated at 10' a n i 6La N �p D J qfl TEST BORING LOG PLATE b-4 SOUTHERN I W -,w CALIFORNIA GE.OTECHNICAL Agreement No. 5670 BORING NO. B-5 JOB NO.: 06G208 DRILLING DATE: 8/10/06 WATER DEPTH: Dry PROJECT: Proposed Soccer Complex DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 12 feet LOCATION: EI Segundo, California LOGGED BY: Daniel Nielsen READWG TAKEN: At Cornptetion FIELD RESULTS LABORATORY RESULTS W o a DESCRIPTION W Z W U H Z W Z �w c� w Z- Z� W �,� PL z� DIn �� roU, 0 oa M W m t SURFACE ELEVATION: -- MSL o a Z D CL :i a 5 ai L) vai n0 FILL: Dark Gray Brown fine to medium Sandy Clay, stiff -damp 22 109 6 30 10 Disturbed Sample ALLUVIUM: Dark Gray to Black Silty Clay„ some calcareous 22 4„5+ nodules and deposits, hard -damp 95 15 EI = 78 @ 0 to 5' 5 Green Brown to Dark Gray Silty Clay, some calcareous 13 4.5+ deposits, very stiff to hard -damp 103 17 12 2.75 @ 7 to 8 feet, stiff to very stiff -moist 108 19 1 Brown Clayey tine Sand, medium dense-damp to moist 16 12 10— Brown fine Sand, medium dense -damp 16 7 45 Boring Terminated at 15” i s ,.gyp y q 4, 7' TEST BORING LOG PLATE B-5 Agreement No. 5670 Agreement No. 5670 E Classification: FILL: Light Brown to Red Brown Silty fine Sand w Boring Number: B-2 Initial Moisture Content (%) Sample Number: --- Final Moisture Content (%) Depth (ft) 1 to 2 Initial Dry Density (pcf) Specimen Diameter (in) 2.4 Final Dry Density (pcf) Specimen Thickness (in) 1.0 Percent Collapse (%) Proposed Soccer Complex EI Segundo, California Project No. 06G208 PLATE C-1 6 14 114.0 125.2 3.15 SOUTHERN _CALIFORNIA -GEOTECHNICAL Agreement No. 5670 Consolidation/Collapse Test Results 1 10 Load (ksf) 100 Classification: FILL: Light Brown to Red Brown Silty fine Sand Boring Number: B-2 Initial Moisture Content (%) 8 Sample Number: --- Final Moisture Content (%) 13 Depth (ft) 3 to 4 Initial Dry Density (pcf) 115.0 Specimen Diameter (in) 2.4 Final Dry Density (pcf) 126.2 Specimen Thickness (in) 1.0 Percent Collapse (%) 2.55 Proposed Soccer Complex EI Segundo, California Project No. 06G208 PLATE C— 2 al a SOUTHERN ' CALIFORNIA GEOTECHNICAL Agreement No. 5670 Classification: FILL: Brown to Dark Red Brown fine Sandy Clay Boring Number: B-2 Initial Moisture Content (%) 16 'q Sample Number: - Final Moisture Content (%) 19 Depth (ft) 5 to 6 Initial Dry Density (pcf) 99.1 Specimen Diameter (in) 2.4 Final Dry Density (pcf) 119.0 Specimen Thickness (in) 1.0 Percent Collapse (%) 4.38 0 Proposed Soccer Complex EI Segundo, California _ Project No. 06G208 PLATE C- 3 _ SOUTHERN ._M CALIFORNIA GEOTECHNICAL Agreement No. 5670 Consolidation/Collapse Test Results 0.1 1 10 100 Load (ksf) Classification: ALLUVIUM: Light Gray Brown Silty Clay, some fine Sand Boring Number: B-2 _ Initial Moisture Content (%) 19 Sample Number: Final Moisture Content (%) 21 Depth (ft) 7 to 8 Initial Dry Density (pcf) 93.9 Specimen Diameter (in) 2.4 Final Dry Density (pcf) 111.5 Specimen Thickness (in) 1.0 Percent Collapse (%) 0.96 Proposed Soccer Complex SOUTHERN EI Segundo, California " CALIFORNIA Project No. 06G208 GEOTECHNICAL PLATE C- 4 �. Agreement No. 5670 MEN M NMI NMI I mom I a a 1 0 ME SEEM is IN on on 0 IN mom OEM, 01 Zero Air Voids Curve o M Specific Gravity= 2.7 MOM M ME M 0 M No IN I MIN lmn:ll nummm I'M UNION IN mom I'MEMEM MEN 0 rill M M M No M IN MEE M MEE ME ■Elam M MEE ■mom SEEM NOME —WOMEN mom 'M MEME1MEEM1 ONE wommm NOME ■E �■■■u■ MN ON■ I men 0 mom 0 M MEISSEN IN '000 mom mom IE WE I MMM NNW MEE Omm M 1100 M No SEMMES, mom WINSE No MINES WIMI I M MM0I1 MEE rommom� M IN all MEN M ME 0 No OEM 0 M EMEM 0 M M IN KIM M am IN 0 No OEM mom No 51 . ........ . .... ... Soil ID Number B-3 @ 0 to 5'., Optimum Moisture (%) 11 Maximum Dry Density (pco 125.5 Soil Classification Gray Brown Clayey fine Sand roposed Soccer Complex El Segundo, California Project No. 06G208 LATE C-5 SOUTHERN �.,, CALIFORNIA GEOTECHNICAL con't'dw.; APPENDIX, D Agreement No. 5670 Grading Guide Specifications Agreement No. 5670 Page 1 These grading guide specifications are intended to provide typical procedures for grading operations. They are intended to supplement the recommendations contained in the geotechnical investigation report for this project. Should the recommendations in the geotechnical investigation report conflict with the grading guide specifications, the more site specific recommendations in the geotechnical investigation report will govern. General • The Earthwork Contractor is responsible for the satisfactory completion of all earthwork in accordance with the plans and geotechnical reports, and in accordance with city, county, and Uniform Building Codes. I • The Geotechnical Engineer is the representative of the Owner/Builder for the purpose of implementing the report recommendations and guidelines. These duties are not intended to relieve the Earthwork Contractor of any responsibility to perform in a workman -like manner, nor is the Geotechnical Engineer to direct the grading equipment or personnel employed by the Contractor. • The Earthwork Contractor is required to notify the Geotechnical Engineer of the anticipated work and schedule so that testing and inspections can be provided. If necessary, work may be stopped and redone if personnel have not been scheduled in advance. • The Earthwork Contractor is required to have suitable and sufficient equipment on the job - site to process, moisture condition, mix and compact the amount of fill being placed to the approved compaction. In addition, suitable support equipment should be available to conform with recommendations and guidelines in this report. - Canyon cleanouts, overexcavation areas, processed ground to receive fill, key excavations, subdrains and benches should be observed by the Geotechnical Engineer prior to placement of any fill. It is the Earthwork Contractor's responsibility to notify the Geotechnical Engineer of areas that are ready for inspection. Excavation, filling, and subgrade preparation should be performed in a manner and sequence that will provide drainage at all times and proper control of erosion. Precipitation, �,-- springs, and seepage water encountered shall be pumped or drained to provide a suitable working surface. The Geotechnical Engineer must be informed of springs orwaterseepage encountered during grading or foundation construction for possible revision to the recommended construction procedures and/or installation of subdrains. Site Preparation C_ . The Earthwork Contractor is responsible for all clearing, grubbing, stripping and site preparation for the project in accordance with the recommendations of the Geotechnical Engineer. If any materials or areas are encountered by the Earthwork Contractor which are suspected of having toxic or environmentally sensitive contamination, the Geotechnical Engineer and Owner/Builder should be notified immediately. • Major vegetation should be stripped and disposed of off-site. This includes trees, brush, heavy grasses and any materials considered unsuitable by the Geotechnical Engineer. Grading Guide Specifications Agreement No. 5670 Page 2 • Underground structures such as basements, cesspools or septic disposal systems, mining shafts, tunnels, wells and pipelines should be removed under the inspection of the Geotechnical Engineer and recommendations provided by the Geotechnical Engineer and/or city, county or state agencies. If such structures are known or found, the Geotechnical Engineer should be notified as soon as possible so that recommendations can be formulated. • Any topsoil, slopewash, colluvium, alluvium and rock materials which are considered unsuitable by the Geotechnical Engineer should be removed prior to fill placement. • Remaining voids created during site clearing caused by removal of trees, foundations basements, irrigation facilities, etc., should be excavated and filled with compacted fill. • Subsequent to clearing and removals, areas to receive fill should be scarified to a depth of 10 to 12 inches, moisture conditioned and compacted • The moisture condition of the processed ground should be at or slightly above the optimum moisture content as determined by the Geotechnical Engineer. Depending upon field conditions, this may require air drying or watering together with mixing and/or discing. Compacted Fills Soil materials imported to or excavated on the property may be utilized in the fill, provided each material has been determined to be suitable in the opinion of the Geotechnical Engineer. Unless otherwise approved by the Geotechnical Engineer, all fill materials shall be free of deleterious, organic, or frozen matter, shall contain no chemicals that may result in the material being classified as "contaminated," and shall be very low to non -expansive with a maximum expansion index (EI) of 50. The top 12 inches of the compacted fill should have a maximum particle size of 3 inches, and all underlying compacted fill material a maximum 6 -inch particle size, except as noted below. • All soils should be evaluated and tested by the Geotechnical Engineer. Materials with high expansion potential, low strength, poor gradation or containing organic materials may require removal from the site or selective placement and/or mixing to the satisfaction of the Geotechnical Engineer. • Rock fragments or rocks less than 6 inches in their largest dimensions, or as otherwise determined by the Geotechnical Engineer, may be used in compacted fill, provided the distribution and placement is satisfactory in the opinion of the Geotechnical Engineer. • Rock fragments or rocks greater than 6 inches should be taken off-site or placed in accordance with recommendations and in areas designated as suitable by the Geotechnical Engineer. Acceptable methods typically include windrows. Oversize materials should not be placed within the range of excavation for foundations, utilities, or pools to facilitate excavations. Rock placement should be kept away from slopes (minimum distance: 15 feet) to facilitate compaction near the slope. • Fill materials approved by the Geotechnical Engineer should be placed in areas previously prepared to receive fill and in evenly placed, near horizontal layers at about 6 to 8 inches in loose thickness, or as otherwise determined by the Geotechnical Engineer for the project. • Each layer should be moisture conditioned to optimum moisture content, or slightly above, as directed by the Geotechnical Engineer. After proper mixing and/or drying, to evenly distribute the moisture, the layers should be compacted to at least 90 percent of the maximum dry density in compliance with ASTM D-1557-78 unless otherwise indicated. Grading Guide Specifications Agreement No. 5670 Page 3 Density and moisture content testing should be performed by the Geotechnical Engineer at random intervals and locations as determined by the Geotechnical Engineer. These tests are intended as an aid to the Earthwork Contractor, so he can evjaluate his workmanship, equipment effectiveness and site conditions. The Earthwork Contractor is responsible for j compaction as required by the Geotechnical Report(s) and governmental agencies. • Fill areas unused for a period of time may require moisture conditioning, processing and recompaction prior to the start of additional filling. The Earthwork Contractor should notify the Geotechnical Engineer of his intent so that an evacuation can be made. • Fill placed on ground sloping at a 5 -to -1 inclination (horizontal -to -vertical) or steeper should be benched into bedrock or other suitable materials, as directed by the Geotechnical Engineer. Typical details of benching are illustrated on Plates G-2, G-4, and G-5. • Cut/fill transition lots should have the cut portion overexcavated to a depth of at least 3 feet and rebuilt with fill (see Plate G-1), as determined by the Geotechnical Engineer. • All cut lots should be inspected by the Geotechnical Engineer for fracturing and other bedrock conditions. If necessary, the pads should be overexcavated to a depth of 3 feet and rebuilt with a uniform, more cohesive soil type to impede moisture penetration. • Cut portions of pad areas above buttresses or stabilizations should be overexcavated to a depth of 3 feet and rebuilt with uniform, more cohesive compacted fill to impede moisture penetration. • Non-structural fill adjacent to structural fill should typically be placed in unison to provide lateral support. Backfill along walls must be placed and compacted with care to ensure that excessive unbalanced lateral pressures do not develop. The type of fill material placed adjacentto below grade walls must be properly tested and approved by the Geotechnical Engineer with consideration of the lateral earth pressure used in the design. Foundations d • The foundation influence zone is defined as extending one foot horizontally from the outside Y edge of a footing, and proceeding downward at a % horizontal to 1 vertical (0.5:1) inclination. • Where overexcavation beneath a footing subgrade is necessary, it should be conducted so as to encompass the entire foundation influence zone, as described above. • Compacted fill adjacent to exterior footings should extend at least 12 inches above foundation bearing grade. Compacted fill within the interior of structures should extend to the floor subgrade elevation. Fill Slopes The placement and compaction of fill described above applies to all fill slopes. Slope compaction should be accomplished by overfilling the slope, adequately compacting the fill in even layers, including the overfilled zone and cutting the slope back to expose the compacted core • Slope compaction may also be achieved by backro@ling the slope adequately every 2 to 4 vertical feet during the filling process as well as requiring the earth moving and compaction equipment to work close to the top of the slope. Upon completion of slope construction, the slope face should be compacted with a sheepsfoot connected to a sideboom and then grid rolled. This method of slope compaction should only be used if approved by the " " Geotechnical Engineer. Grading Guide Specifications Agreement No. 5670 Page 4 0 Sandy soils lacking in adequate cohesion may be unstable for a finished slope condition and therefore should not be placed within 15 horizontal feet of the slope face. 0 All fill slopes should be keyed into bedrock or other suitable material. Fill keys should be at least 15 feet wide and -inclined at 2 percent into the slope. For slopes higher than 30 feet, the fill key width should be equal to one-half the height of the slope (see Plate G-5). All fill keys should be cleared of loose slough material prior to geotechnical inspection and should be approved by the Geotechnical Engineer and governmental agencies prior to filling. 0 The cut portion of fill over cut slopes should be made first and inspected by the Geotechnical Engineer for possible stabilization requirements. The fill portion should be adequately keyed through all surficial soils and into bedrock or suitable material. Soils should be removed from the transition zone between the cut and fill portions (see Plate G-2). Cut Slopes All cut slopes should be inspected by the Geotechnical Engineer to determine the need for stabilization. The Earthwork Contractor should notify the Geotechnical Engineer when slope cutting is in progress at intervals of 10 vertical feet. Failure to notify may result in a delay in recommendations. Cut slopes exposing loose, cohesionless sands should be reported to the Geotechnical Engineer for possible stabilization recommendations. a All stabilization excavations should be cleared of loose slough material prior to geotechnical inspection. Stakes should be provided by the Civil Engineer to verify the location and dimensions of the key. A typical stabilization fill detail is shown on Plate G-5. o Stabilization key excavations should be provided with subdrains. Typical subdrain details are shown on Plates G-6. Subdrains Subdrains may be required in canyons and swales where fill placement is proposed. Typical subdrain details for canyons are shown on Plate G-3. Subdrains should be installed after approval of removals and before filling, as determined by the Soils Engineer. • Plastic pipe may be used for subdrains provided it is Schedule 40 or SDR 35 or equivalent. Pipe should be protected against breakage, typically by placement in a square -cut (backhoe) trench or as recommended by the manufacturer. • Filter material for subdrains should conform to CALTRANS Specification 68-1.025 or as approved by the Geotechnical Engineer for the specific site conditions. Clean'/ -inch crushed rock may be used provided it is wrapped in an acceptable filter cloth and approved by the Geotechnical Engineer. Pipe diameters should be 6 inches for runs up to 500 feet and 8 inches for the downstream continuations of longer runs. Four -inch diameter pipe may p be used in buttress and stabilization fills. CUT LOT r NATURAL G� � COMPACTED FILL, OVEREXCAVATE AND RECOMPACT COMPETENT MATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER CUT/FILL LOT (TRANSITION) COMPACTED FILL =~"'"".ten. •� s, . .� °-w: . COMPETENT MATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER reement No. 5670 5' MIN.... EVY 3' MIN. --7 OVEREXCAVATE AND RECOMPACT DEEPER OVEREXCAVATION MAY BE RECOMMENDED BY THE SOIL ENGINEER IN STEEP TRANSITIONS TRANSITION LOT DETAIL GRADING GUIDE SPECIFICATIONS NOT TO SCALE SOUTHERN DRAWN: JAS CHKD: GKM CALIFORNIA -, GEOTECHNICAL PLATE D-1 COMPETENT MATERIAL CUT/FILL CONTACT TO BE SHOWN ON "AS -BUILT" NATURAL GRADE CUT SLOPE CUT SLOPE TO BE CONSTRUCTED PRIOR TO PLACEMENT OF FILL 9' MIN BEDROCK OR APPROVED COMPETENT MATERIAL reement No. 5670 NEW COMPACTED FILL CUT/FILL CONTACT SHOWN ON GRADING PLAN. 4' MIN- AISLE... MAXIMUM HEIGHT OF BENCHES IS 4 FEET OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER MINIMUM 1' TILT BACK OR 2% SLOPE (WHICHEVER IS GREATER) KEYWAY IN COMPETENT MATERIAL MINIMUM WIDTH OF 15 FEET OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. KEYWAY MAY NOT BE REQUIRED IF FILL SLOPE IS LESS THAN 5 FEET IN HEIGHT AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. FILL ABOVE CUT SLOPE DETAIL GRADING GUIDE SPECIFICATIONS NOT TO SCALE SOUTHERN JAS "°N�M CALIFORNIA PLATE D-2 .. ®. GEOTECHNICAL �1 NATURAL -GROUND COMPACTED FILL Agreement No. 5670 I / CLEANOUT EXCAVATION 6" MIN.„ -- -4. ° FIRM NATIVE SOILIBEDROCK ;: 24" MIN. _'0 18" MIN. a MINUS 1" CRUSHED ROCK COMPLETELY SURROUNDED BY FILTER FABRIC, OR CLASS II PERMEABLE MATERIAL 4" MIN. 18" MIN. PIPE MATERIAL 6" DIAMETER PERFORATED PIPE - MINIMUM 1% SLOPE DEPTH OF FILL ADS (CORRUGATED POLETHYLENE) 8 TRANSITE UNDERDRAIN 20 PVC OR ABS: SDR 35 35 SDR 21 100 SCHEMATIC ONLY NOT TO SCALE CANYON SUBDRAIN DETAIL GRADING GUIDE SPECIFICATIONS NOT TO SCALE DRAWN: OUTHERN JAS �� CHKD: JAS CA LIFORNIA PLATE D-3 .., ., . GEOTECHNICAL FINISHED SLOPE FACE OVERFILL REQUIREMENTS PER PLATE NOA TOE OF SLOPE SHOWN ON GRADING PLAN PROJECT SLOPE GRADIENT Agreement No. 5670 NEW COMPACTED FILL COMPETENT MATERIAL (1:1 MAX.) PLACE COMPACTED BACKFILL TO ORIGINAL GRADE BACKCUT - VARIES- a 4' MINX �vARI . °A. MAXIMUM HEIGHT OF BENCHES IS 4 FEET OR AS RECOMMENDED / BY THE GEOTECHNICAL ENGINEER MINIMUM 1' TILT BACK 2' MINIMUM OR 2% SLOPE KEY DEPTH (WHICHEVER IS GREATER) KEYWAY IN COMPETENT MATERIAL. MINIMUM WIDTH OF 15 FEET OR AS RECOMMENDED BY THE GEOTECHNIAL ENGINEER. KEYWAY MAY NOT BE REQUIRED IF FILL SLOPE IS LESS THAN 5' IN HEIGHT AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. NOTE: BENCHING SHALL BE REQUIRED WHEN NATURAL SLOPES ARE EQUAL TO OR STEEPER THAN 5:1 OR WHEN RECOMMENDED BY THE GEOTECHNICAL ENGINEER. FILL ABOVE NATURAL SLOPE DETAIL GRADING GUIDE SPECIFICATIONS NOT TO SCALE SOUTHdm DRAWN: JAS CHKD: GKM - - - • W CALIFORNIA PLATE 0A GE.OTECHNICAL � � . �.� � FACE OF FINISHED SLOPE i 2' MINIMUM KEY DEPTH i k reement No. 5670 T TYPICAL BLANKET FILL IF RECOMMENDED BY THE GEOTECHNICAL ENGINEER COMPETENT MATERIAL ACCEPTABLE TO THE SOIL ENGINEER COMPACTED FILL . r s MINIMUM 1' TILT BACK OR 2% SLOPE (WHICHEVER IS GREATER KEYWAY WIDTH, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER TOP WIDTH OF FILL AS SPECIFIED BY THE GEOTECHNICAL ENGINEER VARIABLE MINIMUM HEIGHT OF BENCHES IS 4 FEET OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER STABILIZATION FILL DETAIL GRADING GUIDE SPECIFICATIONS NOT TO SCALE SOUTHERN DRAWN: JAS _ CHND: GKnn CALIFORNIAUFF- OTECHNICAL PLATE D-5 DESIGN FINISH SLOPE OUTLETS TO BE SPACED AT 100' MAXIMUM INTERVALS. EXTEND 12 INCHES BEYOND FACE OF SLOPE AT TIME OF ROUGH GRADING CONSTRUCTION. BUTTRESS OR SIDEHILL FILL Agreement No. 5670 BLANKET FILL IF RECOMMENDED BY THE GEOTECHNICAL ENGINEER ." 1.`.MIN- .' 25" -.hr A x - 15' MAX. DETAIL "A" DIAMETER NON 4 -INCH D PERFORATED - OUTLET PIPE TO BE LOCATED IN FIELD BY THE SOIL ENGINEER. 2' CLEAR "FILTER MATERIAL" TO MEET FOLLOWING SPECIFICATION "GRAVEL" TO MEET FOLLOWING SPECIFICATION OR OR APPROVED EQUIVALENT: (CONFORMS TO EMA STD. PLAN 323) APPROVED EQUIVALENT: MAXIMUM SIEVE SIZE PERCENTAGE PASSING SIEVE SIZE PERCENTAGE PASSING 1., 100 1 1/2" 100 3/4" 90-100 NO.4 50 3/8" 40-100 NO. 200 8 NO.4 25-40 SAND EQUIVALENT = MINIMUM OF 50 NO. 8 18-33 NO. 30 5-15 NO. 50 0-7 NO. 200 0-3 FILTER MATERIAL - MINIMUM OF FIVE OUTLET PIPE TO BE CON- CUBIC FEET PER FOOT OF PIPE. SEE NECTED TO SUBDRAIN PIPE ABOVE FOR FILTER MATERIAL SPECIFICATION. WITH TEE OR ELBOW ALTERNATIVE: IN LIEU OF FILTER MATERIAL FIVE CUBIC FEET OF GRAVEL PER FOOT OF PIPE MAY BE ENCASED IN FILTER FABRIC. SEE ABOVE FOR GRAVEL SPECIFICATION. ' FILTER FABRIC SHALL BE MIRAFI 140 OR EQUIVALENT. FILTER FABRIC SHALL BE LAPPED A MINIMUM OF 12 INCHES " `^ ON ALL JOINTS. MINIMUM 4 -INCH DIAMETER PVC SCH 40 OR ABS CLASS SDR 35 WITH A CRUSHING STRENGTH OF AT LEAST 1,000 POUNDS, WITH A MINIMUM DETAIL "A" OF 8 UNIFORMLY SPACED PERFORATIONS PER FOOT OF PIPE INSTALLED WITH PERFORATIONS ON BOTTOM OF PIPE. PROVIDE CAP AT UPSTREAM END OF PIPE. SLOPE AT 2 PERCENT TO OUTLET PIPE. SLOPE FILL SUBDRAINS NOTES: GRADING GUIDE SPECIFICATIONS 1. TRENCH FOR OUTLET PIPES TO BE BACKFILLED WITH ON-SITE SOIL. NOT TO SCALE SOUTHERN F„ DRAWN: JAS --mV., CALIFO TA CHKD: GKM RNI PLATE D-6 GEOTECHNICAL MINIMUM ONE FOOT THICK LAYER OF LOW PERMEABLILITY SOIL IF NOT COVERED WITH AN IMPERMEABLE SU J' �4GI Agreement No. 5670 MINIMUM ONE FOOT WIDE LAYER OF FREE DRAINING MATERIAL (LESS THAN 5% PASSING THE #200 SIEVE) FILTER MATERIAL - MINIMUM OF TWO CUBIC FEET PER FOOT OF PIPE. SEE BELOW FOR FILTER MATERIAL SPECIFICATION. ALTERNATIVE: IN LIEU OF FILTER MATERIAL TWO CUBIC FEET OF GRAVEL PER FOOT OF PIPE MAY BE ENCASED IN FILTER FABRIC. SEE BELOW FOR GRAVEL SPECIFICATION. FILTER FABRIC SHALL BE MIRAFI 140 OR EQUIVALENT. FILTER FABRIC SHALL BE LAPPED A MINIMUM OF 6 INCHES ON ALL JOINTS. MINIMUM 4 -INCH DIAMETER PVC SCH 40 OR ABS CLASS SDR 35 WITH A CRUSHING STRENGTH OF AT LEAST 1,000 POUNDS, WITH MINIMUM OF 8 UNIFORMLY SPACED PERFORATIONS PER FOOT OF PIPE INSTALLED WITH PERFORATIONS ON BOTTOM OF PIPE. PROVIDE CAP AT UPSTREAM END OF PIPE. SLOPE AT 2 PERCENT TO OUTLET PIPE. 4 "FILTER MATERIAL" TO MEET FOLLOWING SPECIFICATION "GRAVEL" TO MEET FOLLOWING SPECIFICATION OR OR APPROVED EQUIVALENT: (CONFORMS TO EMA STD. PLAN 323) APPROVED EQUIVALENT: RETAINING WALL BACKDRAINS GRADING GUIDE SPECIFICATIONS NOT TO SCALE SOUTHERN DRAWN: JAS � * � "� ., ...... ._.. CHKD: GKM i ' � CALIFORNIA GEOTECHNICAL PLATE D-7 IV I MAXIMUM SIEVE SIZE PERCENTAGE PASSING SIEVE SIZE PERCENTAGE PASSING 1" 100 1 1/2" 100 3/4" 90-100 NO.4 50 3/8" 40-100 NO. 200 8 NO.4 25-40 SAND EQUIVALENT = MINIMUM OF 50 NO. 8 18-33 NO. 30 5-15 NO. 50 0-7 NO. 200 0-3 RETAINING WALL BACKDRAINS GRADING GUIDE SPECIFICATIONS NOT TO SCALE SOUTHERN DRAWN: JAS � * � "� ., ...... ._.. CHKD: GKM i ' � CALIFORNIA GEOTECHNICAL PLATE D-7 IV I 4 Agreement No. 5670 Agreement No. 5670 January 29, 2019 ADDENDUM NO. 2 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 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 EI Segundo: 1. The bid due date has been postponed to'Fueaday. Februai:y 5, 20;19, at 11:00am in the City Clerk's office, 350 Main Street, EI Segundo, CA 90245. a. The Notice Inviting Bids has been updated and is included as an attachment to this addendum. 2. At this time, it appears the City may not receive competitive bids for this project. We have decided to allow additional products to be bid as an acceptable shade structure. Another addendum will be forthcoming to identify the structures. As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: Print Company Name: Page 1 of 1 Date: 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5670 CONTRACT DOCUMENTS PLANS & SPECIFICATIONS •1643 CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT PROJECT NO.: PW 18-28 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET EL SEGUNDO, CA 90245 310-524-2300 http://www.eIsegundo.org/depts/works/bids rfps.asp http://www.elsegundo.org/depts/works/proj ect_request_contact_form.asp MANDATORY PRE-BID MEETING TUESDAY, JANUARY 15, 2019 AT 1:00 PM AT THE CAMPUS EL SEGUNDO SOCCER FIELDS, 2201 E. MARIPOSA AVE, EL SEGUNDO, CA 90245 BIDS DUE TUESDAY, jA .NU " RY' ^FEBRUARY 5, 2019 AT 11:00 AM Agreement No. 5670 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, jANUARY29FEBRUARY 5, 2019 IN THE OFFICE OF THE CITY CLERK CITY HALL 350 MAIN STREET EL SEGUNDO, CALIFORNIA 90245 AT WHICH TIME THEY WILL BE PUBLICLY OPENED P) Agreement No. 5670 NOTICE INVITING SEALED BIDS FOR THE CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 18-28 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, Jam: RY24F"EBRUARY 5, 2019 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 the furnishing all labor, materials, equipment, and services, and performing all work necessary for the installation of four total shade structures over the concrete bleachers and exterior benches at the Campus El Segundo site and related work as shown on the plans on file with the City's Public Works Department. The work will take place within the Campus El Segundo limits, at 2201 E. Mariposa Avenue, El Segundo CA, 90245. Work on the Project must be performed in strict conformity with Specifications No. PW 18-28: CAMPUS EL SEGUNDO SHADE STRUCTURE Project which is filed with the Public Works Department. 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 http://www.elsegundo.org/depts/works/project_request_Contact_form.asp A pre-bid meeting is scheduled for Tuesday, January 15, 2019, at 1:00 pm, at the Campus El Segundo Soccer Fields, 2201 E. Mariposa Ave, El Segundo, CA 90245. Bidders' attendance at this meeting is mandatory. Questions regarding the bid shall be submitted by 5:00 pm on Tuesday, January 22, 2019 to http://www.e lsegundo.org/depts/works/proj ect_request_contact_form.asp. 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. I -A-1 Agreement No. 5670 Note that the Project is subject to compliance monitoring and enforcement by California Department of Industrial Relations. Pursuant to California law, the City must find bids failing to comply with all applicable Labor Code requirements including, without limitation, Labor Code §§ 1725.5 and 1771.4 to be nonresponsive. The contractor to whom the contract is awarded must assist in locating, qualifying, hiring and increasing the skills of minority group employees and applicants for employment, as set forth in Executive Order 11246 and 11375. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Compliance with the prevailing rates of wages and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The City of El Segundo hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. Prevailing Wage: Federal Labor Standards Provisions, including prevailing wage requirements of the Davis -Bacon and Related Acts will be enforced. In the event of a conflict between Federal and State wage rates, the higher of the two will prevail. The Contractor's duty to pay State prevailing wages can be found under Labor Code Section 1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment. Five percent (5%) will be deducted from each progress payment and retained by the City. The remainder less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts Code ("PCC") § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, any such election will be at the Contractor own expense and will include costs incurred by the City to accommodate the Contractor's request. 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 I -A-2 Agreement No. 5670 acknowledgment by the parties. Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders and submitted to the Public Works Department, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: "SEALED BIDS FOR PROJECT NO.: PW 18-28 CAMPUS EL SEGUNDO SHADE STRUCTURE PROJECT IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the State Business and Professions Code. For these projects, those acceptable classes of license shall be "A" or "B" or "C-61, D-3". 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 T--- .- ----. 1)n nni n THE CONTRACT DOCUMENTS r1n maienais snau rie new ana cUnivini w au sra