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CC - Item 3E - Approval of Plans, Seek Bids for Virginia St Improvements
• C7 ROSEMEAD CITY COUNCIL STAFF REPORT TO: THE HONORABLE MAYOR AND CITY COUNCIL FROM: ANDREW C. LAZZARETTO, CITY MANAGER DATE: NOVEMBER 28, 2006 SUBJECT: APPROVAL OF PLANS AND SPECIFICATIONS AND AUTHORIZATION TO SEEK BIDS FOR VIRGINIA STREET IMPROVEMENTS SUMMARY Plans and specifications have been prepared for the construction of the Virginia Street Improvements. The project involves the reconstruction of Virginia Street from Denton Avenue to the west end, and construction of a new segment of Strathmore Avenue from Virginia Street to Garvey Avenue. City Council will consider the approval of the plans and specifications and authorization to advertise for bids. Staff Recommendation Staff recommends that the City Council approve the plans and specifications for the Virginia Street Improvements and authorize advertisement for bids by the City Clerk. ANALYSIS The project involves the reconstruction of Virginia Street from Denton Avenue to the west end, and construction of a new segment of Strathmore Avenue from Virginia Street to Garvey Avenue. The street improvements include new pavement, curb and gutter, driveway approaches, sidewalk, curb ramps, street lighting and a storm drain. The new Strathmore Avenue segment will be aligned with the existing Strathmore Avenue south of Garvey Avenue. This project will allow the City to vacate Denton Avenue to the Los Angeles Dealer Auto Auction and significantly reduce conflicts and disruptions to the neighborhood that currently occur on Denton Avenue. The proposed schedule for construction is as follows: Receive Bids Award Contract Begin Work Complete Work January 4, 2007 January 23, 2007 March 5, 2007 June 8, 2007 The plans and specifications have been reviewed and are acceptable to the City APPROVED FOR CITY COUNCIL AGENDA: 1 City Council Meeting November 28, 2006 Page 2 of 2 Engineer. The Engineer's estimate for construction is $580,000. FINANCIAL REVIEW Funding for the project is included in the FY 06-07 Budget utilizing Community Development Block Grant (CDBG) funds. PUBLIC NOTICE PROCESS This item has been noticed through the regular agenda notification process. Submitted by: r 4 41L • Ken Rukavina, P.E. City Engineer Attachment A: Plans and Specifications • smaHrON ST. z 0 z 1 I +.m n. sio me-a:i; sw°: J 11 ems-ms-o+, Q m a 01O a a NEir l szet-~-0or nn If-am 51 ! i ~ .\az~an-c \ 7 xm-mT-a,5. \ , ~cr wa .a ♦♦`Y" ♦\nKlm.l Y! ♦ , ~ ►z»-~-mz ,~e vlal.. sr. 5m-cj -01. ' 9r ♦ z szs2-m a. M2 lv~ ' a O o y ~wla \ \ . s _ 529 z V \ \ ` \ \ w.l I IQ. © \ ~/-03T-QS~\ . \ ` S] ~]7~1'9 `Z ~ 57D7- -0OS all- \ DENTDAI AVE. (T6 BE VACATED) e lif ; \ \ \ p \ \ XUTMAUGTIQN ` y ° ru , r m a we ~r C V y M~ V1 C7 C/~ CITY OF ROSEMEAD CALIFORNIA CONTRACT DOCUMENTS SPECIFICATIONS AND STANDARD DRAWINGS FOR STREET, STORM DRAIN, AND STREET LIGHTING IN VIRGINIA STREET AND STRATHMORE AVENUE FISCAL YEAR 2006-2007 IN THE CITY OF ROSEMEAD Prepared by: WILLDAN Serving Public Agencies 13191 CROSSROADS PARKWAY NORTH, SUITE 405 INDUSTRY, CALIFORNIA 91746-3497 (562) 908-6200 ~O'C'2-t- N'rv ~2 B,.2'e ~ CITY OF ROSEMEAD ROSEMEAD, CALIFORNIA CONTRACT DOCUMENTS SPECIFICATIONS AND STANDARD DRAWINGS FOR STREET, STORM DRAIN, AND STREET LIGHTING IN VIRGINIA STREET AND STRATHMORE AVENUE FISCAL YEAR 2006-2007 IN THE CITY OF ROSEMEAD WILLDAN Serving Public Agencies 13191 Crossroads Parkway North, Suite 405 Industry, California 91746-3497 (562) 908-6200 Under the Supervision of //Z/oG P. Alfonso RCE No. 50706 Date SB:Iss/jmk 14083/0206/06140 SPC06-57 TABLE OF CONTENTS NOTICE INVITING SEALED BIDS A INSTRUCTIONS TO BIDDERS B PROPOSAL C CONTRACT AGREEMENT AND BONDS D GENERAL SPECIFICATIONS E SPECIAL PROVISIONS PART 1 - GENERAL PROVISIONS 1-1-1-23 PART 2 - CONSTRUCTION MATERIALS 2-1 - 2-3 PART 3 - CONSTRUCTION METHODS 3-1 - 3-10 APPENDICES STANDARD DRAWINGS .........................APPENDIX DEMO FORMS ........................APPENDIX II PUBLIC IMPROVEMENT PROJECT SIGNS .......................APPENDIX III SPC06-57 CITY OF ROSEMEAD NOTICE INVITING SEALED BIDS FOR STREET, STORM DRAIN, AND STREET LIGHTING IN VIRGINIA STREET AND STRATHMORE AVENUE FISCAL YEAR 2006-2007 IN THE CITY OF ROSEMEAD PUBLIC NOTICE IS HEREBY GIVEN that the City of Rosemead as AGENCY, invites sealed bids for the above-stated project and will receive such bids in the offices of the City Clerk, 8838 East Valley Boulevard, Rosemead, California 91770, up to the hour of 11:00 a.m., on Thursday, January 4, 2006, at which time they will be publicly opened. A mandatory pre-bid meeting will be held on Wednesday, December 20, 2006, at 2:00 p.m., at City Hall, 8838 East Valley Boulevard, Rosemead, California. All prime Contractors are required to have a representative attend and sign in at the pre-bid meeting. Failure to comply with this attendance and sign-in requirement will result in the Bidder's proposal being found non-responsive to the required bid procedures. At the pre-bid meeting, new Section 3 requirements will be explained to facilitate completion of the required Section 3 documents in the bid proposal. Award of the project will be contingent on the content of these Section 3 documents. Copies of the Plans, Specifications, and Contract Documents are available from the City of ' Rosemead, 8838 East Valley Boulevard, Rosemead, California, upon payment of a $25.00 nonrefundable fee, if picked up, or payment of a $35.00 nonrefundable fee, if mailed. 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. Copies of prevailing wage rates are on file and are available for inspection in the office of the City Clerk, 8838 East Valley Boulevard, Rosemead, California. ' This is a HUD Section 3 contract, and all bidders must commit to achieving the Section 3 employment and contracting goals to be considered a Section 3 responsive bidder. A bidder who is not responsive to Section 3 requirements shall be considered a non- responsive bidder to this invitation for bid. This is a federally assisted construction contract. 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 the Federal General Wage Decision as ' SPC06-57 A-1 I established by the United States Department of Labor (incorporated into the bid document for this contract) and the State General Prevailing Wage Determination as established by the California Department of Industrial Relations (available at http://www.dir.ca.gov/DLSR/PWD/index.htm), the higher of the two will prevail. Lower State wage rates for work classifications not specifically included in the Federal wage decision are not acceptable. This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage decision. Apprenticeship Program: Attention is directed to Sections 1777.5, 1777.6, and 1777.7 of the California Labor Code and Title 8 of the California Administrative Code, Section 200, et seq., to ensure compliance and complete understanding of the law regarding apprentices. Conflict of Interest: in the procurement of supplies, equipment, construction, and services by sub-recipients, the conflict of interest provisions in 24 CFR 85.36, OMB Circular A-110, and 24 CFR 570.611 shall apply. No employee, officer, or agent of the sub-recipient shall participate in the selection, award, or administration of a contract supported by federal funds if a conflict of interest, real or apparent, would be involved. 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 AGENCY will retain 10 percent from all progress amounts due as specified in Section ' 9-3.2 of the Special Provisions. In accordance with Section 4590 of Chapter 13 of Division 5 of Title 1 of the Government Code of the State of California, the Contractor may substitute with an escrow holder securities of equal value to the retained amount and the ' Contractor shall be beneficial owner of any securities deposited for monies and shall receive any interest thereon. The AGENCY 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. 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 subcontractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made ' and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties. ' Bids must be prepared on the approved Proposal forms in conformance with the INSTRUCTIONS TO BIDDERS and submitted in a sealed envelope plainly marked on the ' outside. 1 SPC06-57 A-2 ' The bid must be accompanied by certified check, cashier's check or bidder's bond made payable to the AGENCY or cash deposit for an amount not less than 10 percent of the total amount bid. 1 All bidders shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License, Class A, at the time of bid submittal. ' The successful Contractor and his subcontractors will be required to possess business licenses from the City. ' The AGENCY reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of forty-five (45) days. 1 BY ORDER OF THE CITY OF ROSEMEAD, CALIFORNIA. SPC06-57 A-3 1 INSTRUCTIONS TO BIDDERS PROPOSAL FORMS Bids shall be submitted in writing on the proposal forms provided by the AGENCY. All information requested therein must be clearly and legibly set forth in the manner and form indicated. The AGENCY will not consider any proposal not meeting these requirements. PROPOSAL GUARANTEE Proposals must be accompanied by a proposal guarantee consisting of a certified check, cashier's check or bidder's bid bond by an "admitted surety insurer" payable to the AGENCY or cash deposit in the amount not less than 10 percent of the total amount bid. Any proposal not accompanied by such a guarantee will be deemed non-responsive and will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute the Contract Documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the AGENCY. The proposal guarantee of each bidder will be held until the successful bidder has properly executed all contract documents. DELIVERY OF PROPOSAL Proposals shall be enclosed in a sealed envelope plainly marked on the outside, "SEALED BID STREET, STORM DRAIN, AND STREET LIGHTING, IN VIRGINIA STREET AND STRATHMORE AVENUE - FISCAL YEAR 2006-2007 - IN THE CITY OF ROSEMEAD - DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the AGENCY'S designated official prior to the bid opening hour stipulated in the NOTICE INVITING SEALED BIDS. Late proposals will be deemed non- responsive and will not be considered. WITHDRAWAL OF PROPOSALS A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the AGENCY's designated official prior to the bid opening hour stipulated in the NOTICE INVITING SEALED BIDS. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so. SPC06-57 B-1 IRREGULAR PROPOSALS ' Unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without ' interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. ' TAXES ' No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. 1 DISQUALIFICATION OF BIDDERS 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 proposals will be accepted from bidders who are not licensed in accordance with the provisions of the State Business and Professions Code; and who do not possess a State Contractor's License, Class A, at the time of bid submittal. ' DISCREPANCIES AND MISUNDERSTANDINGS ' 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 submission 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 AGENCY and clarified prior to the ' submission of proposals. EQUIVALENT MATERIALS ' Approval of equipment and materials offered as equivalents to those specified must be obtained in writing from the Engineer. Requests for consideration of equivalents must be ' submitted in writing within thirty-five (35) days after award of contract and must allow sufficient time for complete consideration of all specifications, samples, references, tests, and other details to the full satisfaction of the Engineer without causing delay to the work. 1 SPC06-57 B-2 LEGAL RESPONSIBILITIES ' All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for contracts of this nature whether the same or 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. AWARD OF CONTRACT 1 The award of contract, if made, will be to the lowest responsible bidder as determined solely by the AGENCY. Additionally, the AGENCY reserves the right to reject any or all ' proposals, to waive any irregularity, and to take the bids under advisement for a period of forty-five (45) days, all as may be required to provide for the best interests of the AGENCY. In no event will an award be made until all necessary investigations are made as to the ' responsibility and qualifications of the bidder to whom the award is contemplated. All bids will be compared with the Engineer's Estimate. SPC06-57 B-3 CITY OF ROSEMEAD ' PROPOSAL FOR ' STREET, STORM DRAIN, AND STREET LIGHTING IN VIRGINIA STREET AND ' STRATHMORE AVENUE FISCAL YEAR 2006-2007 ' IN THE CITY OF ROSEMEAD ' TO THE CITY OF ROSEMEAD, as AGENCY ' In accordance with AGENCY'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 therefore, 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. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY 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 AGENCY of the proposal guarantee accompanying this proposal. u 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 AGENCY 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 appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. 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 (10) working days after the date of the AGENCY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. SPC06-57 C-1 BID SCHEDULE FOR STREET, STORM DRAIN, AND STREET LIGHTING IN VIRGINIA STREET AND STRATHMORE AVENUE FISCAL YEAR 2006-2007 IN THE CITY OF ROSEMEAD ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICES EXTENDED AMOUNT NO. 1. Cleaning and grubbing. LS 1 2. Unclassified Excavation. CY 570 $ $ 3. Asphalt Concrete. TONS 850 $ $ 4. Construct 6-inch curb and gutter per LF 1,740 $ $ APWA Standard Plan No. 120-1. 5. Construct 8-inch to 6-inch curb and gutter transition per APWA Standard LF 70 $ $ Plan No. 120-1 and to match existing. 6. Construct 4-inch thick PCC sidewalk SF 5,570 $ $ over compacted native. 7. Construct 6-inch thick driveway per SF 1,620 $ $ APWA Standard Plan No. 110-1. 8. Construct curb ramp per APWA EA 4 $ $ Standard Plan No. 111-2. 9. Construct 6-inch thick AC over compacted native, area behind SF 880 $ $ driveway, walk, or RIK 10. Construct 6-inch thick PCC over compacted native, area behind SF 230 $ $ driveway, walk, or R/W. 11. Construct curb drain per APWA EA 4 $ $ Standard Plan No.150-1. 12. Remove and reestablish chain link LF 471 $ $ fence, height to match existing. 13. Remove existing chain link fence. EA 187 $ $ 14. Remove existing block wall EA 45 $ $ including foundation. 15. Remove existing tree, diameter EA 3 $ $ varies 6"-15". 16. Remove existing tree, diameter EA 2 $ $ varies 16"-25". 17. Remove existing tree, diameter EA 1 $ $ varies 26"-36". SPC06-57 C-2(a) I ITEM DESCRIPTION UNIT ESTIMATED TITY UNIT PRICES EXTENDED AMOUNT NO. QUAN 18. Adjust water meter frame and cover EA 8 $ $ to grade. 19. Adjust to grade pull box. EA 1 $ $ 20. Relocate existing water meter, reconnect water supply and install EA 4 $ $ water meter box b others. 21. Construct 18-inch RCP, 2250-D. LF 100 $ $ 22. Construct 24-inch RCP, 2000-D. LF 696 $ $ 23. Construct house connection remodeling per APWA Standard EA 2 $ $ Plan No. 223-1. 24. Construct manhole per APWA EA 4 $ $ Standard Plan No. 321-1. 25. Construct junction structure per EA 1 APWA Standard Plan No. 331-2. 26. Construct junction structure per EA 1 $ $ APWA Standard Plan No. 334-1. Construct curb opening catch basin per APWA Standard Plan No. 300- 2, including local depression per APWA Standard Plan No. 313-2 and $ $ filter basket and debris gate manufactured by Ocean Pro or approved equal. 27. W = 3.50'. EA 3 $ $ 28. W = 7.0'. EA 1 $ $ 29. Construct support for conduits across trenches per APWA EA 10 $ $ Standard Plan No.224-1. 30. Construct concrete collar per APWA EA 1 $ $ Standard Plan No. 380-3. 31. Construct blanket protection for pipes per APWA Standard Plan No. EA 1 $ $ 225-1. 32. Remove interfering portion of LF 45 $ $ existing pipe. 33. Seal end with 8-inch of brick and EA 4 $ $ mortar. 34. Install 10.5" x 17" x 12" handhole EA 5 $ $ per SCE requirements. 35. F Install 1-inch to 1'/z-inch street lighting conduit and pull rope, LF 345 $ $ complete per SCE requirements. 36. Install 2-inch to 21/2-inch street lighting conduit and pull rope, LF 525 $ $ complete per SCE requirements. 37. Install 3-inch to 31/2-inch street lighting conduit and pull rope, LF 6 $ $ complete per SCE requirements. SPC06-57 C-2(b) I ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICES EXTENDED AMOUNT 38. Project improvement sign. EA 1 $ $ TOTAL BID SCHEDULE IN FIGURE $ TOTAL BID SCHEDULE IN WORDS SPC06-57 C-2(c) DESIGNATION OF SUBCONTRACTORS BIDDER proposes to subcontract certain portions of the work which are in excess of one- half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows: NAME, ADDRESS, AND TELEPHONE NUMBER OF SUBCONTRACTORS PORTION OF WORK Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing to the City Engineer. SPC06-57 C-3 REFERENCES The following are the names, addresses and telephone numbers for three public agencies for which BIDDER has performed similar work within the past 2 years: 1. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of work Date completed 2. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of work Date completed 3. Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of work Date completed The following are the names, addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance and bonds: SPC06-57 C-4 ' EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE BIDDER certifies that in all previous contracts or subcontracts, all reports which may have ' been due under the requirements of any AGENCY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. ' AFFIRMATIVE ACTION CERTIFICATION ' BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. ' NONCOLLUSION AFFIDAVIT BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the AGENCY 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 forthe same work. and that this proposal is in all respects fair and without collusion or fraud. SPC06-57 C-5 1 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder's Name Business Address Telephone No. State Contractor's License No. and Class Original Date Issued Expiration Date The following are the names, titles, addresses, and telephone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having a principal interest in this proposal: The date of any voluntary or involuntary bankruptcy judgements against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venturer of which any principal having an interest in this proposal was an owner, corporate officer, partner, or joint venturer are as follows: All current and prior DBA's alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: SPC06-57 C-6(a) IN WITNESS WHEREOF, this instrument has been duly executed by Bidder and Surety, on ' the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. ' Dated: BIDDER: 1 The undersigned declares under penalty of perjury under the laws of the State of California ' that the representatives made hereto are true and correct. Contractor's Signature Printed Name ' Note: All signatures must be acknowledged before a Notary Public, and evidence of the authority of any person signing as attorney-in-fact must be attached. SPC06-57 C-6(b) ' CITY OF ROSEMEAD PROPOSAL GUARANTEE 1 BID BOND FOR ' STREET, STORM DRAIN, AND STREET LIGHTING IN VIRGINIA STREET AND STRATHMORE AVENUE ' FISCAL YEAR 2006-2007 IN THE CITY OF ROSEMEAD ' KNOW ALL MEN BY THESE PRESENTS that as BIDDER, and ' a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Rosemead, as AGENCY, in the penal ' sum of [IN WORDS] dollars which is 10 percent of the total amount bid by BIDDER to AGENCY 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 AGENCY 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 AGENCY. ' IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Bidder and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. ' Dated: BIDDER: Name: Address: 1 By: (Signature) Type Name and Title: ' SURETY: Name: Address: By: ' (Signature) Type Name and Title: ' Note: This bond must be executed and dated, all signatures must be acknowledged before a Notary Public, and evidence of the authority of any person signing as attorney-in-fact must be attached. 1 SPC06-57 C-7 CITY OF ROSEMEAD t CONTRACT AGREEMENT FOR ' STREET, STORM DRAIN, AND STREET LIGHTING IN VIRGINIA STREET AND ' STRATHMORE AVENUE FISCAL YEAR 2006-2007 ' IN THE CITY OF ROSEMEAD ' This Contract Agreement is made and entered into for the above-stated project this day of , 20_, BY AND BETWEEN the City of Rosemead, as AGENCY, and , as CONTRACTOR. WITNESSETH that AGENCY and CONTRACTOR have mutually agreed as follows: ' ARTICLE I ' The Contract Documents for the aforesaid project shall consist of the Notice Inviting Sealed Bids, Instructions to Bidders, Proposal, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, and ' appendices; together with this Contract Agreement and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements clarifying, or extending the work contemplated as may be required to ensure its completion in an acceptable manner. All of the provisions of said Contract Documents are made a part hereof as though fully set forth herein. ' ARTICLE II ' For and in consideration of the payments and agreements to be made and performed by AGENCY, CONTRACTOR agrees to furnish all materials and perform all work required for the above-stated project, and to fulfill all other obligations as set forth in the aforesaid ' contract documents. ARTICLE III CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations ' hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance, including those for well and faithfully completing the work and the whole ' thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions SPC06-57 D-1 encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. ARTICLE IV AGENCY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the contract documents. ARTICLE V ' CONTRACTOR acknowledges the provisions of the State Labor Code requiring every employer to be insured against liability for workers' compensation, or to undertake self- insurance in accordance with the provisions of that code and certifies compliance with such ' provisions. CONTRACTOR further acknowledges the provisions of the State Labor Code requiring every employer to pay at least the minimum prevailing rate of per diem wages for each craft, classification, or type of workman needed to execute this contract. ' CONTRACTOR further acknowledges that this is a federally assisted construction contract. 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 the Federal ' General Wage Decision as established by the United States Department of Labor (incorporated into the bid document for this contract) and the State General Prevailing Wage Determination as established by the California Department of Industrial Relations ' (available at hftp://www.dir.ca..qov/DLSR/PWD/index.htm), the higher of the two will prevail. 1 ARTICLE VI CONTRACTOR agrees to indemnify, defend and hold harmless AGENCY and all of its officers and agents, including Willdan, from any claims, demand, or causes of action, including related expenses, attorney's fees, and costs, based on, arising out of, or in any way related to the work undertaken by CONTRACTOR hereunder. In the event the insurance coverage is on a claims made basis, the Contractor shall indemnify and hold harmless the City and all of its officers and agents, including Willdan, from any and all claims, demands, or causes of action that arise after the expiration of the Contractor's current policy or after the service contract has ended, for any occurrences arising out of, or in any way related to the work undertaken by the Contractor. The liability insurance coverage values shall be: ' Insurance Coverage Limit Requirements Requirements ' Comprehensive General Liability $1,000,000 Product/Completion Operations $1,000,000 Contractual General Liability $1,000,000 ' Comprehensive Automobile Liability $1,000,000 SPC06-57 D-2 1 A combined single-limit policy with aggregate limits in the amount of $2,000,000 will be ' considered equivalent to the required minimum limits. The issuer shall be an "admitted surety insurer" duly authorized to transact business under the laws of the State of California. Acceptable insurance coverage shall be placed with carriers admitted to write insurance in California, or carriers with a rating of, or equivalent to, A:VIII by A.M. Best & Co. Any ' deviation from this rule shall require specific approval, in writing, from the City. Insurance shall name the City of Rosemead, its officers, agents, and employees, including Willdan, as additional insured by endorsement of the Contractor's policy. A copy of the endorsement, showing policy limits, shall be provided to the City on or before signing this contract. ' ARTICLE VII CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Contract Agreement represent all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest herein. t ARTICLE VIII It is to be made known that the improvement contemplated in the performance of this Contract is a federal-aid improvement over which the State of California shall exercise general supervision; the State of California, therefore, shall have the right to assume full and direct control over this Contract whenever the State of California, at its sole discretion, shall determine that its responsibility to the United States so requires. ARTICLE IX Records and Audits. The Contractor shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to the contract and such other records as may be deemed necessary by the City to assure proper accounting for all project funds, both federal and non-federal shares. These records will be made available for audit purposes to the City or any authorized representative and will be retained for five (5) years after the expiration of this contract, unless permission to destroy them is granted by the City. SPC06-57 D-3 ARTICLE IX ' Records and Audits. The Contractor shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs ' pertaining to the contract and such other records as may be deemed necessary by the City to assure proper accounting for all project funds, both federal and non-federal shares. These records will be made available for audit purposes to the City or any authorized ' representative and will be retained for five (5) years after the expiration of this contract, unless permission to destroy them is granted by the City. SPC06-57 D-4 IN WITNESS WHEREOF the parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this Contract Agreement to be executed in triplicate by setting hereunto their names, titles, hands, and seals this day of 120. Contractor: (Signature) Name and Title (Printed) _ Contractor's License No. CITY Business License No. Federal Tax Identification No. Class Note: Signature of Contractor must be acknowledged before a Notary Public, and evidence of the authority of any person signing as attorney-in-fact must be attached. AGENCY: Mayor of the City of Rosemead Attested City Clerk of the City of Rosemead Date Approved as to form City Attorney of the City of Rosemead Date SPC06-57 D-5 1 CITY OF ROSEMEAD ' FAITHFUL PERFORMANCE BOND FOR STREET, STORM DRAIN, STREET LIGHTING IN VIRGINIA STREET AND ' STRATHMORE AVENUE FISCAL YEAR 2006-2007 ' IN THE CITY OF ROSEMEAD ' KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR and a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the ' City of Rosemead, as AGENCY, in the penal sum of Dollars 1, which is 100 percent of the total contract amount for the above-stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. ' THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above-stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void, t otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligations or time for completion made pursuant to the terms of the Contract Documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY. ' IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Bidder and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. ' Dated: BIDDER: Name: Address: By: (Signature) Type Name and SURETY: Name: Address: (Signature) Type Name and Title: Note: This bond must be executed in triplicate and dated, all signatures must be acknowledged before a Notary Public, and evidence of the authority of any person signing as attorney-in-fact must be attached. SPC06-57 D-6 ' CITY OF ROSEMEAD MATERIAL AND LABOR BOND FOR STREET, STORM DRAIN, STREET LIGHTING ' IN VIRGINIA STREET AND ' STRATHMORE AVENUE FISCAL YEAR 2006-2007 ' IN THE CITY OF ROSEMEAD KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR, and ' a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of Califomia, as SURETY, are held and firmly bound unto the City of Rosemead, as AGENCY, in the penal sum of Dollars which is 100 percent of the total contract amount for the above-stated project, for payment of which sum, ' CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above-stated project, if CONTRACTOR or any subcontractor fails to pay for ' any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall inure to the benefit of all persons entitled to file claims under the State Code of Civil ' Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SU RETY, and notice of said alterations is hereby waived by SURETY. ' IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Bidder and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body. Dated: ' BIDDER: Name: Address: Type Name and Title_ SURETY: Name: Address: By: Type Name and Title: (Signature) Note: This bond must be executed in triplicate and dated, all signatures must be acknowledged before a Notary Public, and evidence of the authority of any person signing as attorney-in-fact must be attached. SPC06-57 D-7 (Signature) SCOPE OF WORK GENERAL SPECIFICATIONS The work to be done consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract Documents. The general items of work include removal of dirt, AC and PCC pavement, construction of AC pavement, PCC pavement, v-gutters, curb and gutters, driveways, ADA compliant curb ramps, installation of reinforced concrete pipe storm drain and appurtenances including manholes, junction structures, catch basins, and other items not mentioned that are required by the Specifications. LOCATION OF WORK The general locations and limits of the work are as follows: Virginia Street from west end to east end. Strathmore Avenue to Garvey Avenue from Virginia Street TIME FOR COMPLETION The Contractor shall complete all work in every detail within sixty (60) working days after the date in the Notice to Proceed with Work, exclusive of maintenance periods. NOTIFICATION The Contractor shall notify WILLDAN and the owners of all utilities and substructures not less than 48 hours prior to starting construction. The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or correct: ' WILLDAN (562) 908-6200 Attention: Mr. Reynold P. Alfonso, P.E. ' Ms. Susy Barrientos CITY OF ROSEMEAD (626) 569-2151 ' Attention: Mr. Ken Rukavina AT&T (626) 356-7326 ' Attention: Ms. Phyllis Conner THE GAS COMPANY (818) 701-4594 ' Attention: Ms. Peggy Li SOUTHERN CALIFORNIA EDISON COMPANY (323) 720-5214 ' Attention: Mr. Elias Bermudez SPC06-57 E-1 SOUTHERN CALIFORNIA WATER COMPANY (626) 288-1601 Attention: Mr. Dean Robinson SAN GABRIEL VALLEY WATER COMPANY (626) 448-6183 Attention: Mr. Luis Montenegro CITY OF MONTEREY PARK (626) 307-1320 Attention: Mr. Nels Palm SAN GABRIEL COUNTY WATER DISTRICT (626) 287-0341 Attention: Mr. Steven Terra (213) 283-2629 CALIFORNIA AMERICAN WATER COMPANY (626) 289-7822 Attention: Mr. Jay Burnett AMARILLO MUTUAL WATER COMPANY (626) 571-7533 Attention: Mr. John Holzinger METROPOLITAN WATER DISTRICT (213) 217-7474 Attention: Civil Engineering Substructure Team ADAMS RANCH MUTUAL WATER COMPANY (626) 444-6050 Attention: Mr. Dominic Cimarusti CHARTER COMMUNICATIONS (626) 430-3337 Attention: Mr. Jesse Gonzales LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS (626) 458-3109 Attention: Mr. Daryll Chenoweth LOS ANGELES COUNTY SANITATION DISTRICT (562) 699-7411 Attention: James F. Stahl ext. 160 CONSOLIDATED DISPOSAL (Trash Pick-up) (626) 288-7466 CALIFORNIA STREET SWEEPING (Street Sweeping) (310) 538-5888 UNDERGROUND SERVICE ALERT (800) 422-4133 EMERGENCY INFORMATION The names, addresses, and telephone numbers of the Contractor and subcontractors, or their representatives, shall be filed with the Engineer and the County Sheriffs Department or the City Police Department prior to beginning work. SPC06-57 E-2 t STANDARD SPECIFICATIONS ' The Standard Specifications of the AGENCY are contained in the 2006 Edition of the "Greenbook," Standard Specifications for Public Works Construction, including all ' supplements, as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. Copies of these ' Standard Specifications are available from the publisher, Building News, Incorporated, 1612 South Clementine Street, Anaheim, California 92802, telephone (714) 517-0970. ' The Standard Specifications set forth above will control the General Provisions, Construction Materials, and Construction Methods for this Contract, except as amended by the Plans, Special Provisions, or other contract documents. The following Special ' Provisions are supplementary and in addition to the provisions of the Standard Specifications unless otherwise noted, and the section numbers of the Special Provisions coincide with those of the said Standard Specifications. Only those sections requiring 1 elaborations, amendments, specifying of options, or additions are called out SPC06-57 E-3 SECTION 3 REQUIREMENTS Section 3 requires that, to the greatest extent feasible, opportunities for job training and employment be given to lower income residents of the Section 3 area and contracts for work in connection with the Section 3 covered project be awarded to business concerns that are located in or owned in substantial part by persons residing in the Section 3 area. Section 3 requires that a recipient/contractor take affirmative steps to give preference to qualified Section 3 area residents and business concerns in providing training, employment, and contracting in connection with Section 3 covered projects. ' Goal: 30% Employment Opportunity Level for Local Residents and 3% Economic Opportunity Level for Section 3 Area Business Concerns ' Section 3 forms must be completed in full and signed. If there is an item on a form that is not applicable to your business, please indicate "N/A." Please instruct all contractors, subcontractors, equipment/machinery rental companies, and/or service providers to fill in all information. Please insert the Section 3 Contract Clause (pages F-13 to F-14) and the Federal Labor Standards Provisions Form HUD-4010 (pages F-37 to F-40) in all contracts and subcontracts. ' The cooperation of all contractors, subcontractors, equipment/machinery rental companies, and service providers on this CDBG funded project is appreciated. Please contact Jane Freij at (562) ' 908-6263 with questions regarding these forms. 1 1 SPC06-56 F-1 SECTION 3 CONTRACT PROVISIONS FOR HOUSING AND COMMUNITY DEVELOPMENT ASSISTANCE Special Provisions. Bidders to a Section 3 covered contract shall pay particular attention to the following requirements and conditions in the special provisions. 1. Policy. The purpose of Section 3 of the Housing and Urban Development Act of 1968, as amended, is to ensure that training, employment, contracting, and other economic opportunities generated by HUD financial assistance shall, to the greatest extent feasible, and consistent with existing Federal, State, and local laws and regulations, be directed to low- and very low-income persons, particularly those who are recipients of government assistance for housing, and to business concerns which provide economic opportunities to low- and very low-income persons. Section 3 applies to training, employment, contracting, and other economic opportunities arising in connection with the expenditure of housing assistance and community development assistance that is used for the following projects: a. Housing rehabilitation (including reduction and abatement of lead-based paint hazards, but excluding routine maintenance, repair, and replacement); b. Housing construction; and c. Other public construction. 2. Section 3 Obligation. Each recipient of Section 3 covered assistance in excess of $200,000 is responsible for complying with Section 3 requirements in its own operations. Each recipient is also responsible for ensuring Section 3 compliance by its contractors and subcontractors if the amount of Section 3 covered assistance exceeds $200,000 and the contract or subcontract exceeds $100,000. 3. Section 3 Goals. The recipient of Section 3 covered assistance in excess of $200,000 and its contractors and subcontractors who have a contract in excess of $100,000 shall, to the greatest extent feasible, meet the following goals. a. Training and Employment Goal: Employ Section 3 residents as a percentage of the aggregate new hires as indicated below: (1) Thirty percent in FY 1997 and continuing thereafter. I e 1 SPC06-56 Contract Goals: Award Section 3 business concerns: (1) At least 10 percent of the total dollar amount of all Section 3 covered contracts for building trades work arising in connection with housing rehabilitation, housing construction, and other public construction. (2) At least three percent of the total dollar amount of all other Section 3 covered contracts. F-2 4. 5. Preferences. a. In housing and community development programs, preferences for Section 3 residents in training and employment opportunities shall be given, where feasible, in the following priority to: (1) Section 3 residents residing in the service area or neighborhood in which the Section 3 covered project is located (category 1 residents); (2) Participate in HUD Youthbuild programs (category 2 residents); (3) Where the Section 3 project is assisted under the Stewart B. McKinney Homeless Assistance Act, homeless persons residing in the service area or neighborhood in which the Section 3 covered project is located shall be given the highest priority; (4) Other Section 3 residents. b. In housing and community development programs, preferences for Section 3 business concerns in contracting opportunities shall be given, where feasible, in the following priority to: (1) Section 3 business concerns that provide economic opportunities for Section 3 residents in the service area or neighborhood in which the Section 3 covered project is located (category 1 businesses); (2) Applicants selected to carry out HUD Youthbuild programs (category 2 businesses); and (3) Other Section 3 business concerns. Bidder's Efforts to Comply with Section 3 Requirements. a. Examples of the bidder's efforts to offer training and employment opportunities to Section 3 residents. SPC06-56 (1) Entering into "first source" hiring agreements with organizations representing Section 3 residents. (2) Sponsoring a HUD-certified "Step-Up" employment and training program for Section 3 residents. (3) Establishing training programs, which are consistent with the requirements of the Department of Labor, for public and Indian housing residents and other Section 3 residents in the building trades. (4) Advertising the training and employment positions by distributing flyers (which identify the positions to be filled, the qualifications required, and where to obtain additional information about the application process) to every occupied dwelling unit in the housing development or developments where category 1 and category 2 persons reside. F-3 ' (5) Advertising the training and employment positions by posting flyers (which identify the positions to be filled, the qualifications required, and where to ' obtain additional information about the application process) in the common areas or other prominent areas of the housing development or developments. For housing authorities, post such advertising in the housing development or ' developments where category 1 or category 2 persons reside; for all other recipients, post such advertising in the housing development or developments and transitional housing in the neighborhood or service area of the Section 3 ' covered project. (6) Contacting resident councils, resident management organizations, or other ' resident organizations, where they exist, in the housing development or developments where category 1 or category 2 persons reside, and community organizations in HUD-assisted neighborhoods, to request the assistance of ' these organizations in notifying residents of the training and employment positions to be filled. ' (7) Sponsoring (scheduling, advertising, financing, or providing in-kind services) a job informational meeting to be conducted by a housing authority or contractor representative or representatives at a location in the housing development or ' developments where category 1 or category 2 persons reside or in the neighborhood or service area of the Section 3 covered project. ' (8) Arranging assistance in conducting job interviews and completing job applications for residents of the housing development or developments where category 1 or category 2 persons reside and in the neighborhood or service ' area in which a Section 3 project is located. (9) Arranging for a location in the housing development or developments where ' category 1 or category 2 persons reside, or the neighborhood or service area of the project, where job applications may be delivered to and collected by a ' recipient or contractor representative or representatives. (10) Conducting fob interviews at the housing development or developments where t category 1 or category 2 persons reside, or at a location within the neighborhood or service area of the Section 3 covered project. ' (11) Contacting agencies administering HUD Youthbuild programs, and requesting their assistance in recruiting HUD Youthbuild program participants for the housing authority's or contractor's training or employment positions. (12) Consulting with State and County local agencies administering training programs funded through JTPA or Joblinks, probation and parole agencies, unemployment compensation programs, community organizations, and other officials or organizations to assist with recruiting Section 3 residents for the housing authority's or contractor's training and employment positions. (13) Advertising the jobs to be filled through the local media, such as community television networks, newspapers of general circulation, and radio advertising. SPC06-56 F-4 U 11 (14) Employing a job coordinator, or contracting with a business concern that is licensed in the field of job placement (preferably one of the Section 3 business concerns), that will undertake, on behalf of the housing authority, other recipient, or contractor, the efforts to match eligible and qualified Section 3 residents with the training and employment positions that the housing authority or contractor intends to fill. (15) For a housing authority, employing Section 3 residents directly on either a permanent or temporary basis to perform work generated by Section 3 assistance. (This type of employment is referred to as "force account labor" in HUD's Indian housing regulations.) (16) Where there are more qualified Section 3 residents than there are positions to be filled, maintaining a file of eligible qualified Section 3 residents for future employment positions. (17) Undertaking job counseling, education, and related programs in association with local educational institutions. (18) Undertaking such continued job training efforts as may be necessary to ensure the continued employment of Section 3 residents previously hired for employment opportunities. (19) After selection of bidders but prior to execution of contracts, incorporating into the contract a negotiated provision for a specific number of public housing or other Section 3 residents to be trained or employed on the Section 3 covered assistance. (20) Coordinating plans and implementation of economic development (e.g., job training and preparation, business development assistance for residents) with the planning for housing and community development. b. Examples of the bidder's effort to award contracts to Section 3 business concerns. (1) Utilizing procurement procedures for Section 3 business concerns similar to those provided in 24 CFR Part 905 for business concerns owned by Native Americans. (2) In determining the responsibility of potential contractors, consider their record of Section 3 compliance as evidenced by past actions and their current plans for the pending contract. (3) Contacting business assistance agencies, minority contractors associations, and community organizations to inform them of contracting opportunities and requesting their assistance in identifying Section 3 businesses which may solicit bids or proposals for contracts for work in connection with Section 3 covered assistance. (4) Advertising contracting opportunities by posting notices, which provide general information about the work to be contracted and where to obtain additional SPC06-56 F-5 information, in the common areas or other prominent areas of the housing development or developments owned and managed by the housing authority. (5) For housing authorities, contacting resident councils, resident management corporations, or other resident organizations, where they exist, and requesting their assistance in identifying category 1 and category 2 business concerns. (6) Providing written notice to all known Section 3 business concerns of the contracting opportunities. This notice should be in sufficient time to allow the Section 3 business concerns to respond to the bid invitations or request for proposals. (7) Following up with Section 3 business concerns that have expressed interest in the contracting opportunities by contacting them to provide additional information on the contracting opportunities. (8) Coordinating pre-bid meetings at which Section 3 business concerns could be informed of upcoming contracting and subcontracting opportunities. (9) Carrying out workshops on contracting procedures and specific contract opportunities in a timely manner so that Section 3 business concerns can take advantage of upcoming contracting opportunities, with such information being made available in languages other than English where appropriate. (10) Advising Section 3 business concerns as to where they may seek assistance to overcome limitations such as inability to obtain bonding, lines of credit, financing, or insurance. (11) Arranging solicitations, times for the presentation of bids, quantities, specifications, and delivery schedules in ways to facilitate the participation by Section 3 business concerns. (12) Where appropriate, breaking out contract work items into economically feasible units to facilitate participation by Section 3 business concerns. (13) Contacting agencies administering HUD Youthbuild programs and notifying these agencies of the contracting opportunities. (14) Advertising the contracting opportunities through trade association papers and newsletters, and through the local media, such as community television networks, newspapers of general circulation, and radio advertising. (15) Developing a list of eligible Section 3 business concerns. (16) For housing authorities, participating in the "contracting with Resident-Owned Businesses" program provided under 24 CFR Part 963. (17) Establishing or sponsoring programs designed to assist residents of public or Indian housing in the creation and development of resident-owned businesses. SPC06-56 F-6 (18) Establishing numerical goals (number of awards and dollar amount of contracts) for award of contracts to Section 3 business concerns. (19) Supporting businesses that provide economic opportunities to low-income persons by linking them to the support services available through the Small Business Administration, the Department of Commerce, and comparable agencies at the State and local levels. (20) Encouraging financial institutions in carrying out their responsibilities under the Community Reinvestment Act, to provide no- or low-interest loans for providing working capital and other financial business needs. (21) Actively supporting joint ventures with Section 3 business concerns. (22) Actively supporting the development or maintenance of business incubators that assist Section 3 business concerns. 6. Submission of Evidence of Section 3 Responsiveness. The bidder's attention is directed to the requirement for submittal of Item d below with the bid proposal when a bid exceeds $100,000. Failure to submit Item d with the bid proposal, or Items a, b, and c a. Section 3 Business Certification Form: If a bidder claims qualification as a Section 3 business concern, the bidder shall submit a Section 3 Business Certification Form. b. Section 3 Business Certification Form: If Section 3 qualification is based on its subcontracting activity, the bidder shall submit a Section 3 Business Certification Form for each Section 3 business concern with which it currently has a contract. C. Section 3 Resident Certification Form: If a bidder claims qualification as a Section 3 business concern and employs and trains Section 3 residents, the bidder shall submit a Section 3 Resident Certification Form for each Section 3 resident currently employed. d. Section 3 Economic Opportunity Plan: In all cases, the bidder shall submit a Section 3 Economic Opportunity Plan with the bid proposal. e. Any other information evidencing the bidder's commitment to Section 3 goals for training, employment, and subcontracting that satisfies the intent of 24 CFR Part 135, as determined by the contract awarding agency. 7. Section 3 Contract Award. a. This is a HUD Section 3 contract, and all bidders must address the Section 3 employment and contracting goals to be considered a Section 3 responsive bidder. non-responsive bidder to this Invitation for Bids. The contract will be awarded to a responsible, qualified Section 3 business concern with the lowest bid that is Section 3 responsive, provided that the bid amount is "reasonable," as defined in the following paragraph. If the bid of the responsible, qualified Section 3 business concern with SPC06-56 F-7 the lowest bid is not "reasonable," as defined in the following paragraph, the contract awarding agency shall award the contract to the lowest Section 3 responsive bid of any responsive, responsible bidder. A Section 3 responsive bidder is one who qualifies as a Section 3 business concern or one who makes a commitment to meet the employment goal for Section 3 resident(s) and/or meet the contracting goals for Section 3 business concern(s). b. In awarding the contract, preference may be shown to a Section 3 business concern that is a qualified bidder, provided that the bid amount is "reasonable." A "reasonable" bid is a bid that is not more than "X" higher than the lowest responsive bid received from any responsible bidder. If the lowest bid of a qualified Section 3 business concern is not "reasonable," as defined herein, the contract shall be awarded to the lowest responsive bid from any responsible bidder. (This requirement applies to contracts that exceed $100,000.) C. "X" is determined as follows: (1) When the lowest responsive bid is less than $100,000, "X" is the lesser of 10% of that bid or $9,000; (2) When the lowest responsive bid is at least $100,000 but less than $200,000, "X" is the lesser of 9% of that bid or $16,000; (3) When the lowest responsive bid is at least $200,000 but less than $300,000, "X" is the lesser of 8% of that bid or $21,000, (4) When the lowest responsive bid is at least $300,000 but less than $400,000, "X" is the lesser or 7% of that bid or $24,000; (5) When the lowest responsive bid is at least $400,000 but less than $500,000, "X" is the lesser or 6% of that bid or $25,000; (6) When the lowest responsive bid is at least $500,000 but less than $1 million, "X" is the lesser of 5% of that bid or $40,000; (7) When the lowest responsive bid is at least $1 million but less than $2 million, "X" is the lesser of 4% of that bid or $60,000; (8) When the lowest responsive bid is at least $2 million but less than $4 million, "X" is the lesser of 3% of that bid or $80,000; (9) When the lowest responsive bid is at least $4 million but less than $7 million, "X" is the lesser of 2% of that bid or $105,000; and (10) When the lowest responsive bid is $7 million or more, "X" is 1.5% of the lowest responsive bid, with no dollar limit. 8. Section 3 Complaint Procedures. A complaint may be filed by Section 3 residents, Section 3 business concerns, or parties alleging noncompliance with the Section 3 regulations by the recipient or contractor. Complaints are reviewed and investigated by the Assistant Secretary for Fair Housing and Equal Opportunity and, where appropriate, SPC06-56 F-8 voluntary resolutions are sought. Those complaints that are not resolved voluntarily may result in an administrative hearing. A complaint alleging a violation of Section 3 requirements shall be processed as follows. a. A complaint must be filed with the Assistant Secretary for Fair Housing and Equal Opportunity, U.S. Department of Housing and Urban Development, Washington, DC 20410. b. A compliant must be received not later than 180 days from the date of the action or omission upon which the complaint is based, unless the time for filing is extended by the Assistant Secretary for good cause shown. C. Each complaint must be in writing, signed by the complainant, and include: (1) The complainant's name and address; (2) The name and address of the respondent; and (3) A description of the acts or omissions by the respondent that is sufficient to inform the Assistant Secretary of the nature and date of the alleged noncompliance. 9 d. A complainant may provide information to be contained in a compliant by telephone to HUD or any HUD field office, and HUD will reduce the information provided by telephone to writing on the prescribed complaint form and send the form to the complainant for signature. Recordkeeping. a. The contractor/subcontractor who meets the Section 3 threshold requirement shall maintain all records, reports, and other documents demonstrating its efforts to achieve the Section 3 goals for training and employment and for contracts. This includes the contractor's subcontracting activities to achieve Section 3 goals. Such records shall identify the name and business address of each Section 3 subcontractor or vendor and the total dollar amount actually paid each Section 3 subcontractor or vendor with supporting documents. b. Upon completion of the contract, the contractor/subcontractor who meets the Section 3 threshold requirement shall prepare a Contractor's Section 3 Compliance Report and submit it to the contract awarding agency. Where the term of a contract extends beyond a fiscal year, the contractor/subcontractor shall submit a Contractor's Section 3 Compliance Report to report Section 3 accomplishments during each fiscal year to the contract awarding agency. SPC06-56 F-9 DEFINITION OF SECTION 3 TERMS 1. Housing and community development assistance means any financial assistance provided or otherwise made available through a HUD housing or community development program through any grant, loan, loan guarantee, cooperative agreement, or contract, and includes community development funds in the form of community development block grants, and loans guaranteed under Section 108 of the Housing and Community Development act of 1974, as amended. Housing and community development assistance does not include financial assistance provided through a contract of insurance or guaranty. 2. Housing development means low-income housing owned, developed, or operated by public housing agencies in accordance with HUD's public housing program regulations codified in 24 CFR Chapter IX. 3. HUD Youthbuild programs means programs that receive assistance under Subtitle D of Title IV of the National Affordable Housing Act, as amended by the Housing and Community Development Act of 1992, and provide disadvantaged youth with opportunities for employment, education, leadership development, and training in the construction or rehabilitation of housing for homeless individuals and members of low- and very low-income families. 4. JTPA means the Job Training Partnership Act. 5. Metropolitan area means a metropolitan statistical area, as established by the Office of Management and Budget. 6. Neighborhood area means: a. For HUD housing programs, a geographical location within the jurisdiction of a unit of general local government (but not the entire jurisdiction) designated in ordinances, or other local documents as a neighborhood, village, or similar geographical designation. b. For HUD community development programs, a neighborhood is defined as: (1) A geographic location within the jurisdiction of a unit of general local government (but not the entire jurisdiction) designated in comprehensive plans, ordinances, or other local documents as a neighborhood, village, or similar geographical designation; or (2) The entire jurisdiction of a unit of general local government which is under 25,000 population; or (3) A neighborhood, village, or similar geographical designation in a New Community (which term means a new community project approved by the United States Secretary of Housing and Urban Development under Title VII of the Housing and Urban Development Act of 1970 or Title IV of the Housing and Urban Development Act of 1968). SPC06-56 F-10 7. New hires means full-time employees for permanent, temporary, or seasonal employment opportunities. 8. Nonmetropolitan county means any county outside of a metropolitan area. 9. Recipient means any entity which receives Section 3 covered assistance, directly from HUD or from another recipient, and includes, but is not limited to, any State, unit of local government, public housing authority, Indian housing authority, Indian tribe, or another public body, public or private nonprofit organization, private agency or institution, mortgagor, developer, limited dividend sponsor, builder, property manager, community housing development organization, resident management corporation, resident council, or cooperative association. Recipient also includes any successor, assignee, or transferee or any such entity, but does not include any ultimate beneficiary under the HUD program to which Section 3 applies and does not include contractors. Section 3 business concern means a business concern: 10 a. That is 51 percent or more owned by Section 3 residents; or b. Whose permanent, full-time employees include persons, at least 30 percent of whom are currently Section 3 residents, or within three years of the date of first employment with the business concern were Section 3 residents; or c. That provides evidence of a commitment to subcontract in excess of 25 percent of the dollar award of all subcontracts to be awarded to business concerns that meet the qualifications set forth in paragraphs 10a and 10b in this definition of Section 3 business concern. 11 Section 3 covered assistance means: a. Public and Indian housing development assistance provided pursuant to Section 5 of the 1937 Act; b. Public and Indian housing operating assistance provided pursuant to Section 9 of the 1937 Act; C. Public and Indian housing modernization assistance provided pursuant to Section 14 of the 1937 Act; d. Assistance provided under any HUD housing or community development program that is expended for work arising in connection with: (1) Housing rehabilitation (including reduction and abatement of lead-based paint hazards, but excluding routine maintenance, repair, and replacement); or (2) Housing construction; or (3) Other public construction project (which includes other buildings or improvements, regardless of ownership). SPC06-56 F-11 12. Section 3 covered contract means a contract or subcontract (including a professional service contract) awarded by a recipient or contractor for work generated by the expenditure of Section 3 covered assistance, or for work arising in connection with a Section 3 covered project. 'Section 3 covered contracts do not include contracts awarded under HUD's procurement program, which are governed by the Federal Acquisition Regulation System. "Section 3 covered contracts" also do not include contracts for the purchase of supplies or materials. However, when a contract for materials includes the installation of the materials, the contract constitutes a Section 3 covered contract. For example, a contract for the purchase and installation of a furnace would be a Section 3 covered contract because the contract is for work (i.e., the installation of the furnace) and thus is covered by Section 3. 13. Section 3 covered project means the construction, reconstruction, conversion, or ' rehabilitation of housing (including reduction and abatement of lead-based paint hazards), other public construction which includes buildings or improvements (regardless of ownership) assisted with housing or community development assistance. ' 14. Section 3 resident means: a. A public housing resident; or b. An individual who resides in the metropolitan area or nonmetropolitan county in which ' the Section 3 covered assistance is expended, and who is: (1) A low-income person, as this term is defined in Section 3(b)(2) of the 1937 ' Act. This Section defines this term to mean families (including single persons) whose incomes do not exceed 80 per centum of the median income for the area, as determined by HUD, with adjustments for smaller and larger families; ' or (2) A very low-income person, as this term is defined in Section 3(b)(2) of the ' 1937 Act. This Section defines this term to mean families (including single persons) whose incomes do not exceed 50 per centum of the median income for the area, as determined by HUD, with adjustments for smaller and larger ' families. 15. Service area means the geographical area in which the persons benefiting from the Section 3 covered project reside. The service area shall not extend beyond the unit of general local government in which the Section 3 covered assistance is expended. 1 SPC06-56 F-12 ' SECTION 3 CLAUSE ' All Section 3 covered contracts shall include the following Clause: a. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (Section ' 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by Section 3 shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing. ' b. The parties to this contract agree to comply with HUD's regulations in 24 CFR Part 135, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the Part 135 regulations. C. The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 Clause, and will post copies of the notice in conspicuous ' places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference and shall set forth minimum number and job titles subject to hire, availability of apprenticeship and ' training positions, qualifications for each, the name and location of the person(s) taking applications for each of the positions, and the anticipated date the work shall begin. ' d. The contractor agrees to include this Section 3 Clause in every subcontract subject to compliance with regulations in 24 CFR Part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 Clause, upon a ' finding that the subcontractor is in violation the regulations in 24 CFR Part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR ' Part 135. e. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR Part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR Part 135. Noncompliance with HUD's regulations in 24 CFR Part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. With respect to work performed in connection with Section 3 covered Indian housing assistance, Section 7(b) of the Indian Self-Determination and Education Assistance At (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. SPC06-56 F-13 Parties to this contract that are subject to the provisions of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with Section 7(b). SPC06-56 F-14 NOTICE OF SECTION 3 COMMITMENT To: [Name of Labor Union or Workers' Representative] Awarding Authority: Project Name and Number: 1 The undersigned currently holds a contract with involving Community Development Block Grant (CDBG) funds from the U.S. Department of Housing and Urban Development (HUD) or a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract, and in accordance with Section 3 of the Housing and Urban Development Act of 1968, the undersigned is obligated, to the greatest extent feasible, to give opportunities for training and employment to lower-income residents of the project area and to award contracts for work on the project to business concerns that are located in or are owned in substantial part by project-area residents. Regarding employment opportunities for this project, the minimum number and job titles are: Number Regarding job referrals, request that consideration be given, to the greatest extent feasible, to assignment of persons residing in the service area or neighborhood in which the project is located. The anticipated date the work will begin is For additional information, contact: ' This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Section 3 of the Housing and Urban Development Act of 1968. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. [Contractor/Subcontractor] [Signature] [Date] SPC06-56 F-15 SECTION 3 ECONOMIC OPPORTUNITY PLAN 1. Name and Address of Reporting Entity (Recipient, Sub-recipient, Contractor, Subcontractor): 2. Federal Identification (Contract/Award No.): 3. Dollar Amount of Award: 4. Contact Person: 5. Phone (Include Area Code): 6. Reporting Period: 7. Date Report Submitted: 8. Program Code: (Use a separate sheet for each Program Code) Program Codes 1. Flexible Subsidy 2. Section 202/811 3. Public/Indian Housing Development, Operation, and Modernization 4. 6. HOME - State Administered T CDBG - Entitlement 8. CDBG - State Administered 9. Other CD Programs Homeless Assistance 5- HOME 10. Other Housing Programs Part Is Em to ment and Trainin Commitment TOTAL SECTION % OF AGGREGATE CODE(S) JOB CLASSIFICATION NEW HIRES 3 NEW HIRES HIRES WHO ARE SECTION 3 HIRES RACIAL ETHNIC Professionals Technicians Office/Clerical Trade: Trade: Trade: Trade: TOTAL: I■ Part II: Contract Award Commitment to section 3 ousinesses (Subcontractors, Suppliers, vendors, or service Frovioers) NO CONTTRACTTION OR AMOUNTT RACIAL CODE(S) ETHNIC NAME OF SECTION 3 BUSINESS CONCERN I SPECIFY I' I 4. Native Hawaiian/Other Pacific Islander 6. American Indian or Alaska Native AND White 7. Asian AND White 8. Black or African American AND White 9. American Indian or Alaska Native AND Black or African American 10. Other -for individuals not identified above. 1. American Indian/Alaska Native 2. Asian 3. Black/African American 5. White ' ETHNIC BACKC A. Hispanic/Latino B. Not Hispanic/Latino SPC06-56 F-16 SECTION 3 RESIDENT CERTIFICATION FORM (2006 INCOME GUIDELINES) Resident's Name: Resident's Address: I hereby certify that I am a Section 3 resident, based on the following qualification: 1. ❑ Public housing resident (specify project): OR 2. ❑ Resident in the metropolitan area or non-metropolitan county in which the Section 3 covered assistance is expended, and a resident who is a low- or very low-income person. Please check your household size and annual income (from all sources): Household Size Very Low Income Low Income ❑ 1 ❑ $24,250 or less ❑ $24,251 to $38,800 ❑ 2 ❑ $27,700 or less ❑ $27,701 to $44,350 ❑ 3 ❑ $31,200 or less ❑ $31,201 to $49,900 ❑ 4 ❑ $34,650 or less ❑ $34,651 to $55,450 ❑ 5 ❑ $37,400 or less ❑ $37,401 to $59,900 ❑ 6 ❑ $40,200 or less ❑ $40,201 to $64,300 ❑ 7 ❑ $42,950 or less ❑ $42,951 to $68,750 ❑ 8 ❑ $45,750 or less ❑ $45,751 to $73,200 Specify racial/ethnic background: ❑ White American ❑ Native American ❑ Black American ❑ Asian Pacific American ❑ Hispanic American ❑ Other: The undersigned by his/her signature affixed hereto declares under penalty of perjury that the above information is complete and correct. Date Signature of Section 3 Resident Preference Category: Income Level: Census Tract Number: To Be Completed by Agency ❑ Targeted Service Area ❑ Youthbuild ❑ McKinney Homeless ❑ Other Section 3 ❑ Low ❑ Very Low SPC06-56 F-17 SECTION 3 BUSINESS CERTIFICATION FORM Business Name: Business Address: Telephone Number: Contract Amount: The above-mentioned business firm is a Section 3 business concern based on the following qualification: 1. ❑ 51 percent owned by Section 3 residents OR 2. ❑ Permanent, full-time employees include at least 30 percent Section 3 residents OR 3. ❑ Written commitment to subcontract more than 25 percent of contract amount to business concerns that meet Section 3 qualification stated in paragraph 1 or 2 above. Specify ethnicity of business ownership: ❑ White American ❑ Black American ❑ Native American ❑ Hispanic American ❑ Asian Pacific ❑ Hasidic Jewish The undersigned by his/her signature affixed hereto declares under penalty of perjury that the above information is complete and correct. Date Signature Print Name Title To Be Completed by Agency Preference Category: ❑Targeted Service Area ❑Youthbuild ❑Other Census Tract Number: SPC06-56 F-18 U z w Q C7 z z O ~ U Q O O z -j z C) w w w w w a a a w co 0❑ cn w L❑ a U OZ O J Q a ~ ❑ wo U w w Z - Sao P: ~ LUN w OF U a Ix 0 W I-- U in W ~wg Z _I Z U Z O 0 U m JLL~ CL p WZz w ❑ ww z. QO Z= CL U) J IX W O ~ 00 z U g aZM a Z 0w jQ O Z ~O aH 3" a~ U- 0 NO ~U D❑ (7 H ZN_ 4 U) C: Q O o w c 40 Z Zn w ~r 3 J _a w uw p ❑ ULJ 0 `L Q U) w~ J Ox C9 Q ~ H O W U LL ~O ZZ OZ 0W m C N~o J2= a~2 0 -02 U Ix O owLL UZO ~ma z o Via x= co Q w oaw o~> Mt)0 G.ww U. 0- Z ~Um OOQ aF- Q U OZO Z O d d E z c ea a 0 U rn LL CO 0 U d U) FEDERAL EQUAL EMPLOYMENT OPPORTUNITY/ AFFIRMATIVE ACTION REQUIREMENTS 1. EQUAL OPPORTUNITY CLAUSE. During the performance of this contract, the contractor agrees as follows: a. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. C. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided, advising the said labor union or workers' representative of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. d. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. e. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. f. In the event of the contractor's noncompliance with the nondiscrimination clause of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part, and the contractor may be declared ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. SPC06-56 F-20 ' g. The contractor will include the provisions of Paragraph 1a through 1g in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order ' 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as ' a means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such ' direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States. ' 2. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (Executive Order 11246). a. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Specifications" set forth herein. b. The goals and timetables for minority and female participation, expressed in percentage terms for the contractor's aggregate work force in each trade on all construction work in the covered area, are as follows: Timetables Goals for Minority Participation in Each Trade Goals for Female Participation in Each Trade 28.3% 6.9% These goals are applicable to all the contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its federally involved and non- federally involved construction. The contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR part 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project for the sole purpose of meeting the contractor's goals shall be a violation of the contract, the Executive Order, and the regulations of 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed. SPC06-56 F-21 1 3 (1) "Covered area" means the geographical area described in the solicitation from which this contract resulted; (2) "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; (3) "Employer identification number" means the Federal Social Security Number used on the Employer's Quarterly Federal Tax Return, United States Treasury Department Form 941. (4) "Minority" includes: (a) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (b) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or Southern American, or other Spanish culture or origin, regardless of race); (c) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (d) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). C. The contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract, and the geographical area in which the contract is to be performed. d. As used in this notice, and in the contract resulting from this solicitation, the "covered area" is the Standard Metropolitan Statistical Area of Los Angeles- Long Beach, specifically the County of Los Angeles, State of California. STANDARD FEDERAL EQUAL EMPLOYMENT SPECIFICATIONS (Executive Order 11246) a. As used in these specifications: b. Whenever the contractor or any subcontractor at any tier subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the SPC06-56 F-22 1 notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. C. If the contractor is participating (pursuant to 41 CFR Part 60-4.5) in a Hometown Plan approved by the United States Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved Plan is individually required to comply with its obligations under the Equal Opportunity Clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor's or subcontractor's failure to make good faith efforts to achieve the Plan goals and timetables. d. The contractor shall implement the specific affirmative action standards provided in Paragraphs 3g(1) through 3g(15) of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training or minority and female utilization the contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs Office or from Federal procurement contracting officers. The contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. e. Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the contractor has a collective bargaining agreement, to refer either minority or women shall excuse the contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. f. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the contractor during the training period, and the contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the United States Department of Labor. g. The contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the contractor's compliance with SPC06-56 F-23 ' these specifications shall be based upon its effort to achieve maximum results from its actions. The contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: ' (1) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the ' contractor's employees are assigned to work. The contractor, where possible, will assign two or more women to each construction project. The contractor shall specifically ensure that all foremen, superintendents, ' and other on-site supervisory personnel are aware of and carry out the contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites ' or in such facilities. (2) Establish and maintain a current list of minority and female recruitment ' sources, provide written notification to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available, and maintain a record ' of the organizations' responses. ' (3) Maintain a current file of the names, addresses, and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source, or community ' organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the contractor by the union or, if referred, ' not employed by the contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the contractor may have taken. ' (4) Provide immediate written notification to the Director when the union or unions with which the contractor has a collective bargaining agreement ' has not referred to the contractor a minority person or woman sent by the contractor, or when the contractor has other information that the union referral process has impeded the contractor's efforts to meet its ' obligations. (5) Develop on-the-job training opportunities and/or participate in training ' programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the contractor's employment needs, especially those ' programs funded or approved by the Department of Labor. The contractor shall provide notice of these programs to the sources compiled under Paragraph 3g(2), above. ' (6) Disseminate the contractor's equal employment opportunity (EEO) policy by providing notice of the policy to unions and training programs and ' requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, SPC06-56 F-24 1 ' annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards ' accessible to all employees at each location where construction work is performed. ' (7) Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination, or other ' employment decisions including specific review of these items with on- site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written ' record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and ' disposition of the subject matter. (8) Disseminate the contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female ' news media, and providing written notification to and discussing the contractor's EEO policy with other contractors and subcontractors with ' whom the contractor does or anticipates doing business. (9) Direct its recruitment efforts, both oral and written, to minority, female, and community organizations; to schools with minority and female ' students; and to minority and female recruitment and training organizations serving the contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of ' applications for apprenticeship or other training by any recruitment sources, the contractor shall send written notification to organizations ' such as the above, describing the opening, screening procedures, and tests to be used in the selection process. ' (10) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after- school, summer, and vacation employment to minority and female youth, ' both on the side and in other areas of a contractor's work force. (11) Validate all tests and other selection requirements where there is an ' obligation to do so under 41 CFR Part 60-3. (12) Conduct, at least annually, an inventory and evaluation at least of all ' minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. ' i (13) gnments, Ensure that seniority practices, job classifications, work ass and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment-related activities to ensure that the EEO policy and the contractor's obligations under these specifications are being carried out. ' F 25 SPC06-56 - (14) Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. (15) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. (16) Conduct a review, at least annually, of all supervisors' adherence to and performance under the contractor's EEO policies and affirmative action obligations. h. Contractors are encouraged to participate in voluntary associations that assist in fulfilling one or more of their affirmative action obligations described in Paragraphs 3g(1) through (16), above. The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under Paragraphs 3g(1) through (16) of these specifications; provided that the contractor actively participates in the group, makes every effort to ensure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the contractor. The obligation to comply, however, is the contractor's, and failure of such a group to fulfill an obligation shall not be a defense for the contractor's noncompliance. A single goal for minorities and a separate single goal for women have been established. The contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the Executive Order if a specific minority group of minority women is underutilized). j. The contractor shall not use the goals and timetables or affirmative action ' standards to discriminate against any person because of race, color, religion, sex, or national origin. ' k. The contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. ' I. The contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ' SPC06-56 F-26 1 ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. M. The contractor, in fulfilling its obligations under these specifications, shall ' implement specific affirmative action steps, at least as extensive as those standards prescribed in Paragraph 3g of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the ' contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR Part 60-4.8. ' n. The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to ' submit reports relating to the provisions thereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone number, construction trade, union ' affiliation, if any, employee identification number, and assigned social security number, race, sex, status (e.g., mechanic, apprentice trainee, helper, or ' laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, I ' to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. o. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., ' those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). ' p. The Director, from time to time, shall issue goals and timetables for minority and female utilization which shall be based on appropriate work force, demographic or other relevant data and which shall cover construction projects or ' construction contracts performed in specific geographic areas. The goals, which shall be applicable to each construction trade, shall be published as notices in the Federal Register, and shall be inserted by the contracting officers ' and applicants, as applicable, in the Notice required by 41 CFR 60-4.2. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction ' contract shall apply the minority and female goals established for the geographical area where the work is being performed. ' 4. SPECIFIC EEO REQUIREMENTS. For a federally assisted construction contract in excess of $10,000, the contractor/subcontractor shall: a. Forward the following EEO certification forms to the contract awarding authority prior to contract award: Certification of Nonsegregated Facilities and Certification with Regard to the Performance of Previous Contracts or ' SPC06-56 F-27 Subcontracts Subject to the Equal Opportunity Clause and the Filing of Required Reports. b. Submit a notification of subcontracts awarded to the Director, Office of Federal Contract Compliance Programs, United States Department of Labor - ESA, 200 Constitution Avenue, NW, Room C3325, Washington, DC 20210, within ten working days of award of any subcontract in excess of $10,000, listing the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. C. Send a notice of the contractor's commitment to equal employment opportunity to labor unions or representatives of workers prior to commencement of construction work. d. Display an equal employment opportunity poster in a conspicuous place available to employees and applicants for employment. e. For contracts in excess of $10,000, bind subcontractors to the Federal equal employment opportunity requirements by including the provisions of Paragraphs 1 through 3, above, in the subcontract. 5. CIVIL RIGHTS ACT OF 1964. Under Title VI of the Civil Rights Act of 1964, no person shall, on the grounds of race, color, national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 6. SECTION 109 OF THE HOUSING AND COMMUNITY DEVELOPMENT ACT OF 1974. No person in the United States shall on the grounds of race, color, national origin, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title. 7. THE AGE DISCRIMINATION ACT OF 1975. No person in the United States shall, on the basis of age, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under, any program or activity receiving Federal financial assistance. 8. REHABILITATION ACT OF 1973. No otherwise qualified individual with handicaps in the United States shall, solely by reason of his or her handicap, be excluded from the participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. SPC06-56 F-28 NOTICE OF EQUAL EMPLOYMENT OPPORTUNITY To: [Name of Labor Union or Workers' Representative] [Address] Awarding Authority: Project Name and Number: The undersigned currently holds a contract with involving Community Development Block Grant (CDBG) funds from the U.S. Department of Housing and Urban Development (HUD) or a subcontract with a prime contractor holding such contract. You are advised that under the provisions of the above contract or subcontract and in accordance with Executive Order 11246, the undersigned is obligated not to discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: HIRING, PLACEMENT, UPGRADING, TRANSFER, OR DEMOTION; RECRUIT- MENT, ADVERTISING, OR SOLICITATION FOR EMPLOYMENT; TREATMENT DURING EMPLOYMENT; RATES OF PAY OR OTHER FORMS OF COMPEN- SATION; SELECTION FOR TRAINING, INCLUDING APPRENTICESHIP; AND LAYOFF OR TERMINATION. This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Executive Order 11246. Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. [Contractor/Subcontractor] [Signature] SPC06-56 F-29 CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS The ❑bidder / ❑proposed subcontractor hereby certifies that s/he ❑has / ❑has not participated in a previous contract or subcontract subject to the Equal Opportunity Clause, as required by Executive Orders 10925, 11114, or 11246, and that s/he ❑has / ❑has not filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Date: Awarding Agency: Contractor Name: ' Affiliate Company: By: ' Title: NOTE: The above certification is required by the Equal Employment Opportunity Regulations ' of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts that are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the ' equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally, only contracts or subcontracts of $10,000 or under are exempt.) ' Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such ' contractor submits a report covering the delinquent period or such other period specified by the U.S. Department of the Interior or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. Project No.: Contract Award: Total Number Employees: SPC06-56 F-30 CONTRACTING WITH SMALL AND MINORITY FIRMS, WOMEN'S BUSINESS ENTERPRISE, AND LABOR SURPLUS AREA FIRMS 1. It is national policy to award a fair share of contracts to small and minority business firms. Accordingly, affirmative steps must be taken to assure that small and minority businesses are utilized when possible as sources of supplies, equipment, construction, and services. Affirmative steps shall include the following: a. Including qualified small and minority businesses on solicitation lists. b. Assuring that small and minority businesses are solicited whenever they are potential sources. C. When economically feasible, dividing total requirements into smaller tasks or quantities so as to permit maximum small and minority business participation. d. Where the requirement permits, establishing delivery schedules which will encourage participation by small and minority businesses. e. Using the services and assistance of the Small Business Administration and the Minority Business Development Agency of the Department of Commerce as required. f. If any subcontracts are to be let, requiring the prime contractor to take the affirmative steps in 1a through 1e above. 2. Grantees shall take similar appropriate affirmative action in support of women's business enterprise. 3. Grantees are encouraged to procure goods and services from labor surplus areas. SPC06-56 F-31 CERTIFICATION OF NON-SEGREGATED FACILITIES Federally Assisted Projects The Federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The Federally assisted construction contractor certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The Federally assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The Federally assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such certifications in his files. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Name of Contractor Address Signature and Title Date SPC06-56 F-32 COMPLIANCE WITH CLEAN AIR AND WATER ACTS (Applicable to federally assisted construction contracts and related subcontracts exceeding $100,000) During the performance of this contract, the contractor and all subcontractors shall comply with the requirements of the Clean Air Act, as amended, 42 USC 1857, et seq., the Federal Water Pollution Control Act, as amended, 33 USC 1251, et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended. In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall furnish to the owner the following: A stipulation by the contractor or subcontractors that any facility to be utilized in the performance of any nonexempt contract or subcontract is not listed on the List of Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to 40 CFR 15.20. 2. Agreement by the contractor to comply with all the requirements of Section 114 of the Clean Air Act, as amended (42 USC 1857c-8) and Section 308 of the Federal Water Pollution Control Act, as amended (33 USC 1318) relating to inspection, monitoring, entry, reports, and information, as well as all other requirements specified in said Section 114 and Section 308, and all regulations and guidelines issued thereunder. A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director, Office of Federal Activities, EPA, indicating that a facility utilized or to be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. Agreement by the contractor that he will include, or cause to be included, the criteria and requirements in paragraph (1) through (4) of this section in every nonexempt subcontract and requiring that the contractor will take such action as the Government may direct as a means of enforcing such provisions. SPC06-56 F-33 NONCOLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) ' To the CITY of DEPARTMENT OF PUBLIC WORKS ' In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106, the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Name of Contractor Address Signature and Title Date SPC06-56 F-34 1 Name of Firm: ' Address: State: Date: CERTIFICATION Zip Code: Telephone: Acting on behalf of the above-named firm as its Authorized Official, I make the following Certification ' to the Department of Housing and Urban Development (HUD) and the Community Development Commission, City of Rosemead: 1) No Federal appropriated funds have been paid, by or on behalf of the above-named firm to ' any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal ' grant, loan, or cooperative agreement, and any extension, continuation, renewal, amendment, or modification thereof; and ' 2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee or any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of ' Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the above-named firm shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying" in accordance with its instructions; and ' 3) The above-named firm shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, sub-grants, and ' contracts under grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose accordingly. ' This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into the transaction imposed by Section 1352 Title 31 U.S. Code. Any person who fails to file ' the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. ' Authorized Official: Name: Title: Signature: Date: ' SPC06-56 F-35 FEDERAL LOBBYIST REQUIREMENTS ' Name of Firm: t Address: State: CERTIFICATION Zip Code: Date: Telephone: ' Acting on behalf of the above-named firm as its Authorized Official, I make the following Certification to the County of Los Angeles and the Community Development Commission, City of Rosemead: ' 1) It is understood that each person/entity/firm who applies for a Community Development Commission contract, and as part of that process, shall certify that they are familiar with the ' requirements of the Los Angeles County Code Chapter 2.160 (Los Angeles County Ordinance 93-0031); and 2) That all persons/entities/firms acting on behalf of the above-named firm have complied and will ' comply with the County Code; and 3) That any person/entity/firm who seeks a contract with the Community Development ' Commission shall be disqualified therefrom and denied the contract and shall be liable in civil action if any lobbyist, lobbying firm, lobbyist employer, or any other person or entity acting on behalf of the above-named firm fails to comply with the provisions of the County Code. 1 This certification is a material representation of fact upon which reliance was placed when this ' transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into a contract with Los Angeles County and the Community Development Commission, County of Los Angeles. ' Authorized Official: Name: Title: 1 Signature: Date: 1 COUNTY LOBBYIST CODE CHAPTER 2.160 COUNTY ORDINANCE NO. 93-0031 SPC06-56 F-36 U.S. Department of Housing Federal Labor Standards Provisions and Urban Development Office of Labor Relations Applicability The Project or Program to which the construction work covered by this contract pertains is being assisted by the United States of America and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance. A. 1. (1) Minimum Wages. All laborers and mechanics em- ployed or working upon the site of the work will be paid uncondi- tionally and not less often than once a week, and without subse- quent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secre- tary of Labor under the Copeland Act (29 CFR Part 3), the full amount of wages and bona fide fringe benefits (or cash equiva- lents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, re- gardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section I(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classi- fication of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics per- forming work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any addi- tional classification and wage rates conformed under 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. (ii) (a) Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage deter- mination. HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (b) If the contractor and the laborers and mechanics to be em- ployed in the classification (if known), or their representatives, and HUD or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of La- bor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215- 0140.) (c) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and HUD or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including the views of all interested parties and the recommenda- tion of HUD or its designee, to the Administrator for determina- tion. The Administrator, or an authorized representative, will is- sue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB Control Number 1215- 0140.) (d) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ii)(b) or (c) of this para- graph, shall be paid to all workers performing work in the classifi- cation under this contract from the first day on which work is per- formed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay an- other bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs rea- sonably anticipated in providing bona fide fringe benefits under a plan or program, provided that the Secretary of Labor has found, upon the written request of the contractor, that the applicable stan- dards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate ac- count assets for the meeting of obligations under the plan or pro- gram. (Approved by the Office of Management and Budget under OMB Control Number 1215-0140.) 2. Withholding. HUD or its designee shall upon its own action or upon written request of an authorized representative of the De- partment of Labor withhold or cause to be withheld from the con- tractor under this contract or any other Federal contract with the same prime contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued pay- ments or advances as may be considered necessary to pay la- borers and mechanics, including apprentices, trainees and help- ers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or working on the site of the work, all or part form HUD4010 (0712003) ' Previous edition is obsolete Page 1 of 4 ref. Handbook 1344.1 SPC06-56 F-37 of the wages required by the contract, HUD or its designee may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. HUD or its designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis-Bacon Act contracts. 3. (i) Payrolls and basic records. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of three years thereaf- ter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social secu- rity number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section l(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Sec- tion I(b)(2)(B) of the Davis-Bacon Act, the contractor shall main- tain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially re- sponsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB Control Numbers 1215-0140 and 1215-0017.) (ii) (a) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to HUD or its designee if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or its designee. The payrolls submitted shall set out ac- curately and completely all of the information required to be main- tained under 29 CFR 5.5(a)(3)(i). This information may be submit- ted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S. Gov- emment Printing Office, Washington, DC 20402. The prime con- tractor is responsible for the submission of copies of payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.) (b) Each payroll submitted shall be accompanied by a "State- ment of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the per- sons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be maintained under 29 CFR 5.5 (a)(3)(i) and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, ap- prentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without re- bate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the appli- cable wage determination incorporated into the contract. (c) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall sat- isfy the requirement for submission of the "Statement of Compli- ance" required by subparagraph A.3.(ii)(b). (d) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records re- quired under subparagraph A.3.(i) available for inspection, copy- ing, or transcription by authorized representatives of HUD or its designee or the Department of Labor, and shall permit such rep- resentatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, HUD or its designee may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pur- suant to 29 CFR 5.12. 4. Apprentices and Trainees. (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. De- partment of Labor, Employment and Training Administration, Of- fice of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an ap- prentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actu- ally performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the Previous edition is obsolete Page 2 of 4 SPC06-56 F-38 form HUD4010 (0712003) ref. Handbook 1344.1 I 1 journeymen hourly rate specified in the applicable wage determi- nation. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the appren- ticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage deter- mination for the applicable classification. If the Administrator de- termines that a different practice prevails for the applicable ap- prentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Train- ing, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an ap- prenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is ap- proved. (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior ap- proval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Train- ing Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprentice- ship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the pay- roll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Adminis- tration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the con- tractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of appren- tices, trainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act requirements. The contrac- tor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 of this paragraph A and such other clauses as HUD or its designee may by appropriate instructions require, and a copy of the applicable prevailing wage decision, and also a clause re- quiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph. 7. Contract termination; debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the con- tract and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts I, 3, and 5 are herein incorpo- rated by reference in this contract 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be sub- ject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the De- partment of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and HUD or its designee, the U.S. Department of Labor, or the employees or their repre- sentatives. 10. (i) Certification of Eligibility. By entering into this contract the contractor certifies that neither it (nor he or she) nor any per- son or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24. (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24- (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Adminis- tration transactions," provides in part: 'Whoever, for the purpose of influencing in any way the action of such Administration makes, utters or publishes any statement knowing the same to be false shall be fined not more than $5,000 or imprisoned not more than two years, or both." 11. Complaints, Proceedings, or Testimony by Employees. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be dis- charged or in any other manner discriminated against by the Con- tractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer. B. Contract Work Hours and Safety Standards Act. The provi- sions of this paragraph B are applicable only where the amount of the prime contract exceeds $100,000 As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor con- tracting for any part of the contract work that may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of 40 hours in such work- week unless such laboreror mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in subpara- Previous edition is obsolete Page 3 of 4 SPC06-56 F-39 form HUD-4010 (07/2003) ref. Handbook 1344.1 t graph (1) of this paragraph, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addi- tion, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permit- ted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in sub paragraph (1) of this paragraph. (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of La- bor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such con- tractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the sub- contractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph. C. Health and Safety. The provisions of this paragraph C are ap- plicable only where the amount of the prime contract exceeds $100,000. (1) No laborer or mechanic shall be required to work in surround- ings or under working conditions which are unsanitary, hazard- ous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Sec- retary of Labor by regulation. (2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, 40 USC 3701 et seg. (3) The Contractor shall include the provisions of this paragraph in every subcontract so that such provisions will be binding on each subcontractor. The Contractor shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. Previous edition is obsolete Page 4 of 4 SPC06-56 F-40 form HUD-4010 (07/2003) ref. Handbook 1344.1 CERTIFICATION OF UNDERSTANDING AND AUTHORIZATION PROJECT NAME: PROJECT NUMBER: This is to certify that the principals and the authorized payroll officer, below, have read and understand the Minutes of the Preconstruction Conference and the labor standards clauses pertaining to the subject project. The following person(s) is designated as the payroll officer for the undersigned and is authorized to sign the Statement of Compliance, which will accompany our weekly certified payroll reports for this project: Payroll Officer (Name) Payroll Officer (Signature) (Contractor/Subcontractor) by (Signature) (Title) (Date) (Contractor/Subcontractor License No.) SPC06-56 F-41 Y SZ U W o J , C7O ii W O zQ° ~a W Z ~UN o En O ~jZ m ~ i O°O F- Z ww O°O Z w OOO F°~ z LLJ 000 F-OF- CL CL a a D Q= LL S WyLL Q= LL wLLy T H O O z W > Sap O ? x e7 O w Sop O x es ° _ _ U O a -Q 0 zz L) 0 (D Qz -a UD z -a do z V O N Q J O U O o ° m m N -N N -N ~ N N ~N N N N F- U U U N N 66 ' ' o O M 6 L) F N w w N w L N w F co w a z N ° N ° F- 0 V m o v0u cL N LLI iQ Upti LLNN igQ ca>pV LL~N °zg LL~ S_8ci IAN LL °z~ LL~ N .N LLQ LLQ W Q L O Z O LLF ZC7 z O LLF z0 Z ❑ LLB ZU' ? LLLLJ f- ~z 7 } C O Z EL d p W w Z U ~y z fn F J W ~Q U) J w ~0 to F L) J W 0 V) L) J w ~O y O C N w ~y Z U) w ED W a U 00 gW z a a a a m N W 0L) 2 w O V N QOM w V 0 N 0 O N V ~ Nw 0 NW Nw O' ? I-0 ~O FO FO w Z O a a a a E (n U w O Y y =~o cV ~ ..1 N 7 N 0 L L 8 0 0 ? N H LL z ° O F U 2 W p G w - w ° S ~ ° O Q Q v O U LL F O U m 7 N S O S O F U Z O V V STATEMENT OF COMPLIANCE CONTRACTOR/SUBCONTRACTOR I CONTRACT NUMBER I do hereby certify under penalty of perjury: (1) That 1 pay or supervise payment to employees of the above-referenced contractor on the above-referenced contract; that all persons employed on said project for the above-referenced time period have been paid their full weekly wages earned; that no rebates have been or will be made either directly or indirectly to or on behalf of said contractor from the full weekly wages earned by any person; and that no deductions have been made either directly or indirectly from the full weekly wages earned by any person other than permissible deductions. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; and that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates: (a) ❑ Specified in the applicable wage determination incorporated into the contract. (b) ❑ Determined by the Director of Industrial Relations for the county or counties in which the work is performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency. (4) That fringe benefits as listed in the contract: (a) ❑ Have been or will be paid to the approved plan(s), fund(s), or program(s) for the benefit of listed employee(s), except as noted below. (b) ❑ Have been paid directly to the listed employee(s), except as noted below. (c) E] See exceptions noted below. EXCEPTION CRAFT EXPLANATION ' On federally funded projects, permissible deductions are defined in r under the Copeland Act, as amended (48 Stat. 948, 63 Stat. 108, 72 967; 76 Stat. 357; 40 U.S.C. by the The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution (see Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code). 1 SPC06-56 F-43 INSTRUCTIONS FOR PREPARATION OF STATEMENT OF COMPLIANCE This statement of compliance meets the needs of the state and federal payroll requirements to pay fringe benefits in addition to payment of minimum rates. The contractor's obligation to pay fringe benefits may be met by payment of the fringes to the various preapproved plans, funds, or programs or by making these payments to the employees as part of their weekly wage payments. The contractor must show on the face of his or her payroll all monies paid to the employees whether as basic rates or as total hourly wage amounts in lieu of fringes. The contractor shall report in the statement of compliance that he or she is paying to others fringes required by the contract and not paid directly to the employees in lieu of fringes. ' Detailed instructions follow: Contractors required to pay Federal Wage Rates: ' Such a contractor shall check paragraph 2(a) of the statement to indicate that the wage rates for laborers or mechanics contained in the payroll are not less than the applicable wage rates specified in the applicable wage determination incorporated into the contract. ' Contractors required to pay the State Prevailing Wage Rates as determined by the Director of Industrial Relations: Such a contractor shall check paragraph 2(b) of the statement to indicate that the wage rates for laborers or ' mechanics contained in the payroll are not less than the applicable wage rates determined by the Director of Industrial Relations for the county or counties in which the work is performed. Contractors who pay all required fringe benefits: ' A contractor who pays fringe benefits to approved plans, funds, or programs in amounts not less than were determined in the applicable wage decisions shall continue to show on the face of his or her payroll the basic hourly rate and overtime rate paid to his or her employees, just as he or she has always done. Such a ' contractor shall check paragraph 4(a) of the statement to indicate that he or she is also paying approved plans, funds, or programs within the time required fro the receipt of those sums, not less than the amount predetermined as fringe benefits for each craft. Any exception shall be noted in Section 4(c). ' Contractors who pay no fringe benefits: A contractor who does not pay fringe benefits to an approved plan shall pay a like amount to the employee. This payment can be reported by inserting in the straight time hourly rate column of his or her payroll an amount ' not less than the predetermined rate for each classification plus the amount of fringe benefits determined for each classification in the applicable wage decision. Inasmuch as it is not necessary to pay time and one-half on wages paid in lieu of fringes, the overtime rate shall be not less than one and one-half the basic predetermined rate, plus the required cash in lieu of fringes at the straight-time rate. To simplify computation of overtime, it is ' suggested that the straight-time basic rate and payment in lieu of fringes be separately stated in the hourly rate column, thus $14.56/5.11. In addition, the contractor shall check paragraph 4(b) of the statement to indicate that he or she is paying fringe benefits directly to his or her employees. Any exceptions shall be noted in ' Section 4(c). Use of Section 4(c) Exceptions Any contractor who is making payment to approved plans, funds, or programs in amounts less than the wage ' determination requires is obligated to pay the deficiency directly to the employees as wages in lieu of fringes. Any exceptions to Section 4(a) or 4(b), whichever the contractor may check, shall be entered in Section 4(c). Enter in the Exception column the craft, and enter in the Explanation column the hourly amount paid the t employees as wages in lieu of fringes, and the hourly amount paid to plans, funds, or programs as fringes. SPC06-56 F-44 CERTIFICATION FOR APPLICABLE FRINGE BENEFIT PAYMENTS PROJECT NAME: PROJECT NUMBER: Name, Address, and Telephone Number Classification / Frinae Benefits Provided of Plan/Fund Program 1) Health and Welfare $ Pension $ Vacation $ Apprenticeship/Training $ 2) Health and Welfare $ Pension $ Vacation $ Apprenticeship/Training $ 3) Health and Welfare $ Pension $ Vacation $ Apprenticeship/Training $ OR: (Check if applicable) ❑ I certify that I do not make payments to approved fringe benefit plans, funds, or programs. by (Contractor/Subcontractor) (Signature) (Date) (Title) SPC06-56 F-45 WORKERS' COMPENSATION CERTIFICATION certify, by my signature below, that I am aware of the provisions of Section 3700 of the California 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 that I will comply with such provisions before commencing the performance of work on this contract. Date: Project Name: _ Company Name: Address: Print Name: Title: Signature: SPC06-56 Project Number: F-46 REPORT OF ADDITIONAL CLASSIFICATION AND RATE Date Conforms to HUD Form 4230A (4173) - See Instructions on Reverse (Send to appropriate Regional Office, U.S. Department of Labor) (Name and Location of HUD Office) TO: FROM: Name of Project Project Number Location of Project City County State Description of Work In order to complete the Project, it is necessary to establish wage rates for the following classifications not included in the U.S. Department of Labor Wage Decision No. Modification No. , dated Classification(s) Basic Hourly Rate Fringe Benefit Payments I Name, Address, and Zip Code of Labor Organization Name, Address, and Zip Code of Contractor Title of Labor Organization's Representative Title of Contracices Representative ❑ Supporting documents attached. ❑ The interested parties, including the employees or their authorized representatives, agree on the classification and wage rate. ❑ The interested parties, including the employees or their authorized representatives, cannot agree on the proper classification and wage rate. A determination of the question by the Secretary of Labor is therefore requested. Available information and recommendations are attached. ❑ APPROVED (Signature of HUD Area I Issuing Office Representative) (Signature of HUD Regional Labor Relations Officer) (Date) (Date) SPC06-56 F-47 I INSTRUCTIONS -SUPPLEMENTAL CLASSIFICATIONS ' The Regulations of the Secretary of Labor, 29 CFR, Part 5, Section 5.5(a)(1)(ii), provide that the contracting officer shall require that any class of laborers or mechanics that is not listed in the wage determination and which is to be employed under the contract shall be classified or reclassified ' conformably to the wage determination. A report of the action taken shall be sent by the Federal Agency to the Department of Labor. This is mandatory. ' Important points to be considered: 1. The wage determination should be reviewed to see if there is a classification that can be used ' to cover the work to be performed. 2. If there is no appropriate classification in the schedule, determine whether the classification ' requested is generally used in the construction industry or the rate requested is prevailing locally. ' 3. The wage rates and fringe benefits should be not less than those prevailing on the date of the applicable wage determination decision. The rates of pay will be established as follows: 1. Signed statements with respect to prevailing rates listing the classification of laborer to be employed and the prevailing wage rate for each will be obtained from the Secretaries of the ' Associated General Contractors (AGC) and the Building Trades Council (BTC) having jurisdiction, where possible. ' 2. If statements from the Secretaries of the AGC and the BTC are not applicable, or impossible to obtain, the following procedure will be used: ' Secure letters from at least three contractors who normally work in the area of the project indicating what they pay employees in the needed classification. These statements and any other material will form the ' basis of the minimum prevailing rates to be established. The interested parties, including the employees or their authorized representatives, must agree on the ' classification and wage rate. In the event the interested parties, including the employees who are not represented by organized labor, cannot reach an agreement as to the proper classification or reclassification, the matter shall be referred to the Department of Labor. This form is self-explanatory. All pertinent information must be reported and supporting data ' attached. Each supplemental classification action must be approved by the HUD Regional Labor Relations Officer and sent to the appropriate Regional Office of the Employment Standards Administration, U.S. Department of Labor. F-48 General Decision Number: CA030033 11/03/2006 CA33 Superseded General Decision Number: CA020033 State: California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: Los Angeles County in California. BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Modification Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Publication Date 06/13/2003 01/30/2004 02/13/2004 03/05/2004 03/12/2004 03/26/2004 05/07/2004 07/16/2004 08/27/2004 10/08/2004 10/15/2004 12/17/2004 01/14/2005 01/28/2005 02/11/2005 04/08/2005 04/22/2005 06/17/2005 07/22/2005 08/05/2005 08/19/2005 09/09/2005 11/18/2005 12/02/2005 12/23/2005 02/03/2006 02/10/2006 03/17/2006 04/14/2006 06/09/2006 07/07/2006 07/14/2006 08/04/2006 08/25/2006 09/08/2006 09/15/2006 09/22/2006 09/29/2006 11/03/2006 ASBE0005-002 08/07/2006 SPC06-56 F-49 Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems) 36.16 10.24 ASBE0005-004 08/07/2006 Rates Fringes Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not)..$ 19.55 6.38 BOIL0092-003 01/01/2006 Rates Fringes Boilermaker $ 33.19 18.11 BRCA0004-007 05/01/2006 Rates Fringes Bricklayer; Marble Setter $ 32.70 9.70 BRCA0018-004 06/01/2006 Rates Fringes Marble Finisher $ 22.52 7.65 Tile Finisher $ 18.57 7.25 Tile Layer $ 29.30 11.36 BRCA0018-010 09/01/2006 Rates Fringes Terrazzo Finisher $ 24.54 8.62 Terrazzo Worker $ 31.63 9.41 CARP0409-001 07/01/2006 Rates Fringes Carpenters: (1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor worker and acoustical SPC06-56 F-50 1 1 installer $ 33.61 8 .57 (2) Millwright $ 34.11 8 .57 (3) Piledriver/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial) $ 33.74 8 .57 (4) Pneumatic Nailer, Power Stapler $ 33.86 8 .57 (5) Sawfiler $ 33.69 8 .57 (6) Scaffold Builder $ 26.31 8 .57 (7) Table Power Saw Operator $ 33.71 8 .57 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. Certified Welder - $1.00 per hour premium. CARP0409-002 07/01/2005 Rates Fringes Diver (1) Wet $ 557.44 8.47 (2) Standby $ 278.72 8.47 (3) Tender $ 270.72 8.47 Amounts in "Rates' column are per day CARP0409-005 07/01/2006 Rates Drywall DRYWALL INSTALLER/LATHER $ 33.61 STOCKER/SCRAPPER $ 10.00 CARP0409-008 07/01/2003 Rates Fringes 8.57 6.06 Fringes Modular Furniture Installer (1) Mobile Filing System Installer $ 13.76 5.80 (2) Modular Furniture Installer $ 14.36 5.80 (3) Full Wall Technician $ 20.47 5.80 ELEC0011-004 07/31/2006 Electrician (INSIDE ELECTRICAL WORK) Rates Fringes SPC06-56 F-51 Journeyman Electrician $ 33.50 3t+14.85 Electrician (INTELLIGENT TRANSPORTATION SYSTEMS Street Lighting, Traffic Signals, CCTV,and Underground Systems) Journeyman Transportation Electrician $ 33.15 3%+15.20 FOOT NOTE: CABLE SPLICER & INSTRUMENT PERSON: Recieve 5% additional per hour above Journeyman Electrician basic hourly rate. TUNNEL WORK: 10% additional per hour. SCOPE OF WORK - TRANSPORTATION SYSTEMS ELECTRICIAN: Installation of street lights and traffic signals,including electrical circuitry, programmable controllers, pedestal-mounted electrical meter enclosures and laying of pre-assembled multi-conductor cable in ducts, layout of electrical systems and communication installation, including proper position of trench depths and radius at duct banks, location for man holes, pull boxes, street lights and traffic signals. Installation of underground ducts for electrical,telephone, cable television and communication systems. Pulling,termination and splicing of traffic signal and street lighting conductors and electrical systems including interconnect,detector loop, fiber optic cable and video/cable. TECHNICIAN: Distribution of material at job site, manual excavation and backfill, installation of system conduits and raceways for electrical, telephone, cable television and communication systems. Pulling, terminating and splicing of traffic signal and street lighting conductors and electrical systems including interconnect, detector loop, fiber optic cable and video/data. * ELE00011-005 12/05/2005 COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent Transportation Systems or CCTV highway systems): Rates Fringes Communications System Installer $ 23.78 3%+7.35 Technician $ 25.58 3%+7.35 SCOPE OF WORK The work covered shall include the installation, testing, service and maintenance, of the following systems that utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for TV monitoring and surveillance, background foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, SPC06-56 F-52 multiplex, nurse call system, radio page, school intercom and sound, burglar alarms and low voltage master clock systems. A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems SCADA (Supervisory control/data acquisition PCM (Pulse code modulation) Inventory control systems Digital data systems Broadband & baseband and carriers Point of sale systems VSAT data systems Data communication systems RF and remote control systems Fiber optic data systems B. Sound and Voice Transmission/Transference Systems Background-Foreground Music Intercom and Telephone Interconnect Systems Sound and Musical Entertainment Systems Nurse Call Systems Radio Page Systems School Intercom and Sound Systems Burglar Alarm Systems Low-Voltage Master Clock Systems Multi-Media/Multiplex Systems Telephone Systems RF Systems and Antennas and Wave Guide C. *Fire Alarm Systems-installation, wire pulling and testing. D. Television and Video Systems Television Monitoring and Surveillance Systems Video Security Systems Video Entertainment Systems Video Educational Systems CATV and CCTV E. Security Systems Perimeter Security Systems Vibration Sensor Systems Sonar/Infrared Monitoring Equipment Access Control Systems Card Access Systems *Fire Alarm Systems 1. Fire Alarms-In Raceways a. Wire and cable pulling, in raceways, performed at the current electrician wage rate and fringe benefits. b. Installation and termination of devices, panels, startup, testing and programmming performed by the technician. 2. Fire Alarms-Open Wire Systems a. Open wire systems installed by the tchnician. * ELEC1245-001 06/01/2006 Rates Fringes 11.70 Line Construction (1) Lineman; Cable splicer..$ 38.88 (2) Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), and overhead and underground SPC06-56 F-53 distribution line equipment) $ 32.12 10.71 (3) Groundman $ 24.56 10.49 -----(4)-Powderman $ 35.90 -10.83------- ELEV0018-001 01/01/2005 Rates Fringes Elevator Mechanic $ 38.215 12.015 FOOTNOTE: Vacation Pay: 8% with 5 or more years of service, 6% for 6 months to 5 years service. Paid Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Friday after, and Christmas Day. ENGI0012-003 07/01/2006 Power Equipment Operators (Cranes, Piledriving & Hoisting) Rates GROUP 1 $ 33.00 GROUP 2 $ 33.78 GROUP 3 $ 34.07 GROUP 4 $ 34.21 GROUP 5 $ 34.43 GROUP 6 $ 34.54 GROUP 7 $ 34.66 GROUP 8 $ 34.83 GROUP 9 $ 35.00 GROUP 10 $ 36.00 GROUP 11 $ 37.00 GROUP 12 $ 38.00 GROUP 13 $ 39.00 Power Equipment Operators (Tunnel Work) GROUP 1 $ 33.50 GROUP 2 $ 34.28 GROUP 3 $ 34.57 GROUP 4 $ 34.71 GROUP 5 $ 34.93 GROUP 6 $ 35.04 GROUP 7 $ 35.16 Power Equipment Operators GROUP 1 $ 31.65 GROUP 2 $ 32.43 GROUP 3 $ 32.72 GROUP 4 $ 34.21 GROUP 5 $ 35.31 GROUP 6 $ 34.43 GROUP 7 $ 35.53 GROUP 8 $ 34.54 GROUP 9 $ 35.64 GROUP 10 $ 34.66 GROUP 11 $ 35.76 GROUP 12 $ 34.83 GROUP 13 $ 34.93 SPC06-56 F-54 Fringes 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 15.30 ' GROUP 14 $ 34.96 15.30 GROUP 15 $ 35.04 15.30 GROUP 16 35.16 15.30 GROUP 17 $ 35.33 15.30 GROUP 18 $ 35.43 15.30 GROUP 19 $ 35.54 15.30 GROUP 20 $ 35.66 15.30 ' GROUP 21 $ 35.83 15.30 GROUP 22 $ 35.93 15.30 GROUP 23- 36.04 15.30 ' GROUP 24 $ 36.16 15.30 GROUP 25 $ 36.33 15.30 FOOTNOTES: ' PREMIUM PAY of $3.75 per hour shall be paid on all power equipment operator work at Camp Pendlet on, Point Arguello, and vandenburg AFB. ' Workers required to suit up and work in a hazardous material environment: $2.00 per h our additional. Combination mixer and compressor operator on gunite work shall be classified ' as a concrete mobile mix er operator. POWER EQUIPMENT OPERATORS CLASSIFICATIONS ' GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator ' (includes loed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman ' GROUP 2: Asphalt-rubber plant operator (nurse tank operator); Concrete mixer operator-skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher ' (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine oeprator (or similar types); skiploader (wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (side steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; SPC06-56 F-55 Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift). GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type) ; Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms); Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 7: Welder - General GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, SPC06-56 F-56 ' caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. ' yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck) ; Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor ' compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single ' engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner ' attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman GROUP 10: Drilling machine operator, Bucket or auger types ' (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, ' dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 ' cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single ' engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower ' crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment) ' GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified. ' GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar ' types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); ' Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired ' self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units) GROUP 13: Rubber-tired earth-moving equipment operator 1 SPC06-56 F-57 operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.) GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) SPC06-56 F-58 GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23: Rubber-tired earth-moving equipment operator, ' operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired ' earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) ' GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber-tired ' earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. ' struck) GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with ' the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) ' CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes Toed, lull or similar types) ' GROUP 2: Truck crane oiler GROUP 3: A-frame or winch truck operator; Ross carrier ' operator (jobsite) GROUP 4: Bridge-type unloader and turntable operator; ' Helicopter hoist operator GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, SPC06-56 F-59 I 1 clamshell operator (over 7 cu. yds., M.R.C.) ' GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type ' (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry GROUP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading SPC06-56 F-60 shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGI0012-004 08/01/2006 Rates Fringes Power equipment operators: (DREDGING) (1) Leverman $ 39. 65 15.30 (2) Dredge dozer $ 35. 18 15.30 (3) Deckmate $ 35. 07 15.30 (4) Winch operator (stern winch on dredge) . $ 34 .52 15.30 (5) Fireman-Oiler, Deckhand, Bargeman, Leveehand . $ 33 .98 15.30 (6) Barge Mate . $ 34 .59 15.30 - IRON0002-004 07/01/2006 Rates Fringes Ironworkers: Fence Erector $ 32.165 16.585 Ornamental, Reinforcing and Structural $ 33.055 16.585 PREMIUM PAY: $3.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $2.00 additional per hour at the following locations: Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center $1.00 additional per hour at the following locations: Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock LAB00300-001 07/01/2005 Rates Brick Tender $ 22.24 SPC06-56 Fringes 12.48 F-61 - - LAB00300-003 07/01/2006 1 Rates Fringes Laborer: Gunite GROUP 1 $ 24.44 16.36 GROUP 2 $ 23.49 16.36 GROUP 3 $ 19.95 16.36 Laborer: Tunnel ' GROUP 1 $ 24.28 12.95 GROUP 2 $ 24.60 12.95 GROUP 3 $ 25.06 12.95 GROUP 4 $ 25.75 12.95 ' Laborers: GROUP 1 $ 22.84 13.04 GROUP 2 23.39 13.04 ' GROUP 3 $ 23.94 13.04 GROUP 4 $ 25.49 13.04 GROUP 5 $ 25.84 13.04 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 751-0" above base level and which work must be performed in whole or in part more than 751-0" above base level, that work performed above the 751-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; window cleaner; Wire mesh pulling - all concrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as SPC06-56 F-62 walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender) ; Septic tank digger and installer(lead) ; Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person), water blasting, Porta Shot-Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; SPC06-56 F-63 Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Bull gang mucker, track person; Changehouse person; Concrete crew, including rodder and spreader; Dump person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.); Vibrator person, jack hammer, pneumatic tools (except driller) GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel: Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Nozzle person and rod person GROUP 2: Gun person GROUP 3: Rebound person LAB00300-005 08/02/2006 Rates Fringes Plaster Clean-up Laborer $ 23.15 12.95 Plasterer tender $ 25.70 12.95 LABOOS82-002 01/01/2006 Rates Fringes Asbestos Removal Laborer $ 23.20 10.90 SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. SPC06-56 F-64 LABO1184-001 07/01/2006 1 Rates Fringes Laborers: (HORIZONTAL DIRECTIONAL DRILLING) ' (1) Drilling Crew Laborer 23. 74 8. 51 (2) Vehicle Operator/Hauler 23. 91 8. 51 (3) Horizontal Directional ' Drill Operator . $ 25. 76 8. 51 (4) Electronic Tracking Locator . $ 27. 76 8 .51 Laborers: (STRIPING/SLURRY ' SEAL) GROUP 1 . $ 24. 52 11 .34 GROUP 2 25. 82 11 .34 ' GROUP 3 . $ 27 .83 11 .34 GROUP 4 . $ 29 .57 11 .34 ' LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface ' in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician ' GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and ' preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all ' related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble ' and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the ' application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, ' fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment PAIN0036-001 07/01/2005 Rates Fringes Painters: (1) Repaint Including Lead SPC06-56 F-65 Abatement $ 23.40 7.49 (2) All Other Work: $ 26.67 7.49 REPAINT of any structure with the exception of work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities, tenant improvement work not included in conjunction with the construction of the building and all repainting of tenant improvement projects. PAIN0036-006 10/01/2005 Rates Fringes Drywall Finisher Excluding Antelope Valley North of the following Boundary: Kern County Line to Hwy. #5, South of Hwy. #5 to Hwy. N2, East on N2 to Palmdale Blvd., to Hsy. #14, South to Hwy. #18, East to Hwy. #395...........$ 28.33 9.98 Remainder of County $ 24.89 9.98 PAIN0036-015 06/01/2006 Rates Fringes Glazier $ 32.30 12.75 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up PAIN1247-002 06/01/2006 Rates Fringes Soft Floor Layer $ 28.40 6.54 PLAS0200-009 01/01/2005 Rates Fringes Plasterer $ 28.29 7.46 7-------------------------------------------------------- PLAS0500-002 07/17/2006 Rates Fringes Cement Mason $ 26.05 16.28 PLUM0016-001 07/01/2006 Rates Fringes Plumber/Pipefitter SPC06-56 F-66 (1) Work on strip malls, light commercial, tenant improvement and remodel work $ 25.20 11.36 (2) Work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5,000 sq. ft. of floor space $ 31.63 12.76 (3) All other work $ 32.61 13.52 PLUM0250-002 01/02/2006 Rates Fringes Refrigeration Mechanic Refrigeration Fitter $ 33.30 13.95 PLUM0345-001 07/01/2006 Rates Fringes Plumbers Landscape/Irrigation Fitter.$ 24.90 11.79 Sewer & Storm Drain Work $ 22.14 12.82 ROOF0036-002 09/01/2006 Rates Fringes Roofer $ 29.00 7.17 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour "pitch premium" pay. SFCA0669-013 04/01/2006 DOES NOT INCLUDE THE CITY OF POMONA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Fringes Sprinkler Fitter $ 30.15 13.15 SFCA0709-005 09/01/2006 THE CITY OF POMOMA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES: Rates Sprinkler Fitter, Fire $ 34.58 SPC06-56 Fringes 16.70 F-67 t SHEE0105-002 08/01/2006 LOS ANGELES (South of a straight line between gorman and Big Pones, excluding the area South of Imperial Hwy East of the Los Angeles River, excluding cities of Long Beach, Claremont Pomona, excluding Catalina Island Rates Sheet metal worker (1) Commercial: New Construction and Remodel Work Over 5000 sq.ft....... . $ 34.36 (2) Light Commercial: Work on general sheet metal and heating and air conditioning up to 4000 sq ft . $ 20.25 (3) Modernization Excluding New Construction - Under 5000 sq ft. Does not include modification, upgrades, energy management, or conservation improvements of central heating and AC equipment . $ 20.25 SHEE0105-003 08/01/2006 Fringes 14.20 5.26 -----------5-56--- INYO, KERN (Northeast part, East of Hwy 395), LOS ANGELES (Including Pomona, Claremont, Catalina Island, Long Beach and area South of Imperial highway and East of the Los Angeles River), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes Sheet metal worker (1) Commercial - New Construction and Remodel work $ 33.56 14.41 (2) Industrial work including air pollution control systems, noise abatement, hand rails, guard rails, excluding aritechtural sheet metal work, excluding A-C, heating, ventilating systems for human comfort...$ 29.40 18.96 SHEE0105-004 08/01/2006 KERN (Excluding portion East of Hwy 395) & LOS ANGELES (North of a straight line drawn between Gorman and Big Pines including Cities of Lancaster and Palmdale) COUNTIES SPC06-56 F-68 Rates Fringes ' Sheet metal worker Commercial $ 28.14 12.89 ' TEAM0011-002 07/01/2005 Rates Fringes ' Truck drivers: GROUP 1 $ 23.54 14.64 GROUP 2 $ 23.69 14.64 GROUP 3 $ 23.82 14.64 ' GROUP 4 $ 24.01 14.64 GROUP 5 $ 23.95 14.64 GROUP 6 24.07 14.64 ' GROUP 7 $ 24.32 14.64 GROUP 8 $ 24.57 14.64 GROUP 9 $ 24.77 14.64 GROUP 10 $ 25.07 14.64 ' GROUP 11 GROUP 11 $ 25.57 14.64 WORK ON ALL MILITARY BAS ES: PREMIUM PAY: $3.00 per hour additional. [29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, Fort Irwin, George AFB, Marine Corps Logistics Base at Nebo ' & Yermo, Mountain Warf are Training Center, Bridgeport, Point Arguello, Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Truck driver GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, ' 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level 1 SPC06-56 F-69 GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver ' GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder ' GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine ' with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments ' WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ' Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses ' (29CFR 5.5 (a) (1) (ii)). ' In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations ' indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS ' 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination ' * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling on survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations SPC06-56 F-70 Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an ' interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: ' Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. ' Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. ' 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: ' Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. ' Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION F-71 SPECIAL PROVISIONS PART 1 GENERAL PROVISIONS Unless otherwise stated herein, the "Greenbook" Standard applies and the following provisions are in addition thereto. SECTION 1 - TERMS DEFINITIONS ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 DEFINITIONS AGENCY: City of Rosemead Board: City Council of the City of Rosemead City: City of Rosemead County: County of Los Angeles Engineer: The City Engineer of the City of Rosemead or his authorized representative Federal: United States of America SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF CONTRACT Within ten (10) working days after the date of the AGENCY's notice of award, the Contractor shall execute and return the following contract documents to the AGENCY: Contract Agreement Faithful Performance Bond Material and Labor Bond Public Liability and Property Damage Insurance Certificate Workers' Compensation Insurance Certificate Failure to comply with the above will result in annulment of the award and forfeiture of the Proposal Guarantee. SPC06-57 1-1 I ' The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY officials. ' A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the ' officers signing the contract and bonds for the corporation have the authority to do so. ' 2-3 SUBCONTRACTS 2-3.2 Additional Responsibility. The second paragraph of Subsection 2-3.2 ' of the Standard Specifications is hereby deleted and replaced with the following: ' The Contractor shall perform or provide, with its own organization, contract labor, materials, and equipment amounting to at least 50 percent of the Contract Price. The contract labor performed or provided by the Contractor ' shall amount to at least 25 percent of the total contract labor for the Contract. Contract labor shall exclude superintendence. Any designated "Specialty Items" may be performed by subcontract, and the amount of any such ' "Specialty Items" so performed may be deducted from the Contract Price before computing the amount of contract labor, materials, and equipment required to be performed or provided by the Contractor with its own organization. Where an entire item is subcontracted, the value of contract labor, materials, and equipment subcontracted will be based on the Contract ' Unit or Lump-Sum Price. When a portion of an item is subcontracted, the value of contract labor, materials, and equipment subcontracted will be based on the estimated percentage of the Contract Unit or Lump-Sum Price, ' determined from information submitted by the Contractor, subject to approval by the Engineer. 2-4 CONTRACT BONDS The Faithful Performance Bond shall remain in force for a period of 1 year after the date of recordation of the Notice of Completion. The Material and Labor Bond shall remain in force until thirty-five (35) days after the date of recordation of the Notice of Completion. 2-5 PLANS AND SPECIFICATIONS 2-5.1 General. The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as-built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met. SPC06-57 1-2 ' Section 2 is amended by adding thereto the following new Subsection 2-5.4 Examination of Contract Documents. ' 2-5.4 Examination of Contract Documents. The bidder shall examine carefully the entire site of the work, including but not restricted to the conditions and encumbrances related thereto, the Plans and Specifications, and the Proposal and Contract forms therefore. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and ' scope of the work to be performed, the quantities of material to be furnished and as to the requirements of the proposal, Plans, Specifications, and the Contract. ' SECTION 3 - CHANGES IN WORK ' 3-3 EXTRA WORK 3-3.2 Payment. i ng. Subsection 3-3.2.1 is hereby deleted and replaced with the follow ' 3-3.2.1 General. When the price for the extra work cannot be agreed upon, payment for extra work by cost plus a differential for labor, materials and equipment shall be considered payment under force account basis. The ' labor, materials, and equipment provided shall be subject to the approval of the Engineer and compensation will be determined as provided herein. ' 3-3.2.2 Basis of Establishing Costs. Subsection 3-3.2.2(a) is hereby deleted and replaced with the following. 3-3.2.2(a) Labor. ' The Contractor will be paid the cost of labor for the workmen (including foremen when authorized by the Engineer) used in the actual and direct performance of the work. The cost of labor, whether ' the employer is the Contractor, subcontractor, or other forces, will be the sum of the following: ' 3-3.2.2.(a).1 Actual Wages. The actual wages paid shall include any employer payments to or on behalf of the workmen ' for health and welfare, pension, vacation, and similar purposes. 3-3.2.2.(a).2 Labor Surcharge. To the actual wages, as defined in Section 3-3.22(a).1, will be added a labor surcharge set forth in the Department of Transportation publication entitled "Labor Surcharge and Equipment Rental SPC06-57 1-3 t 1 Rates," which is in effect on the date upon which the work is ' accomplished and which is a part of the contract. Said labor surcharge shall constitute full compensation for all payments imposed by State and Federal laws and for all other payments ' made to, or on behalf of, the workmen, other than actual wages as defined in Section 3-3.2.2(a).1 and subsistence and travel allowance as specified in Section 3-3.2.2(a).3. ' l 3-3.2.2.(a).3 Subsistence and Travel Allowance. The actua subsistence and travel allowance paid to such workmen. Subsection 3-3.2.2(c) is hereby deleted and replaced with the following: ' 3-3.2.2.(c) Tool and Equipment Rental. The Contractor will be paid for the use of equipment at the rental rates ' listed for such equipment in the Department of Transportation Publication entitled "Labor Surcharge and Equipment Rental Rates," which is in effect on the date upon which the work is accomplished ' and which is a part of the contract, regardless of ownership and any rental or other agreement, if such may exist, for the use of such equipment entered into by the Contractor. If it is deemed necessary ' by the Engineer to use equipment not listed in the said publication, a suitable rental rate for such equipment will be established by the ' Engineer. The Contractor may furnish any cost data which might in the establishment of such rental rate i t th E i . s ng neer ass e ' The rental rates paid as provided above shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs, and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Operators of rented equipment will be paid for as provided in Section 3-3.2.2(a), "Labor." All equipment shall, in the opinion of the Engineer, be in good working ' condition and suitable for the purpose for which the equipment is to be used. ' Unless otherwise specified, manufacturer's ratings and manufacturer approved modifications shall be used to classify equipment for the determination of applicable rental rates. Equipment which has no ' direct power unit shall be powered by a unit of at least the minimum rating recommended by the manufacturer. Individual pieces of equipment or tools not listed in said publication and having a replacement value of $200 or less, whether or not SPC06-57 1-4 1 SPC06-57 consumed by use, shall be considered to be small tools and no payment will be made therefore. Rental time will not be allowed when equipment is inoperative due to breakdowns. 3-3.2.2(c).1 Equipment on the Work. The rental time to be paid for equipment on the work shall be the time the equipment is in operation on the extra work being performed, and in addition, shall include the time required to move the equipment to the location of the extra work and return it to the original location or to another location requiring no more time than that required to return it to its original location, except that moving time will not be paid for if the equipment is used at the site of the extra work on other than such extra work. Loading and transporting costs will be allowed, in lieu of moving time, when the equipment is moved by means other than its own powers, except that no payment will be made if the equipment is used at the site of the extra work on other than such extra work. The following shall be used in computing the rental time of equipment on the work: When hourly rates are listed, less than 30 minutes of operation shall be considered to be 2 hour of operation. When daily rates are listed, less than 4 hours of operation shall be considered to be 2 day of operation. 3-3.2.2.(c).2 Equipment not on the Work. For the use of equipment moved in on the work and used exclusively for extra work paid for on a force account basis, the Contractor will be paid the rental rates listed in the Department of Transportation publication entitled "Labor Surcharge and Equipment Rental Rates, which is in effect on the date upon which the work is accomplished and which is a part of the contract, or determined as provided in Section 3-3.2.2(c) and for the cost of transporting the equipment to the location of the work and its return to its original location, all in accordance with the following provisions: The original location of the equipment to be hauled to the location of the work shall be agreed to by the Engineer in advance. 2. The Agency will pay the costs of loading and unloading such equipment. 1-5 1 3. The cost of transporting equipment in low bed trailers shall not exceed the hourly rates charged by established haulers. 4. The cost of transporting equipment shall not exceed the applicable minimum established rates of the Public Utilities Commission. 5. The rental period shall begin at the time the equipment is unloaded at the site of the extra work, shall include each day that the equipment is at the site of the extra work, excluding Saturdays, Sundays, and legal holidays unless the equipment is used to perform the extra work on such days, and shall terminate at the end of the day on which the Engineer directs the Contractor to discontinue the use of such equipment. The rental time to be paid per day will be in accordance with the following: Hours Equipment Hours to is in Operation be paid 0.0 4.00 0.5 4.25 1.0 4.50 1.5 4.75 2.0 5.00 2.5 5.25 3.0 5.50 3.5 5.75 4.0 6.00 4.5 6.25 5.0 6.50 5.5 6.75 6.0 7.00 6.5 7.25 7.0 7.50 7.5 7.75 8.0 8.00 Over 8 Hours in Operation The hours to be paid for equipment which is operated less than 8 hours due to breakdowns shall not exceed 8 less the number of hours the equipment is inoperative due to breakdowns. When hourly rates are listed, less than 30 minutes of operation shall be considered to be 2 hour of operation. SPC06-57 1-6 When daily rates are listed, payment for two (2) days will be made if the equipment is not used. If the equipment is used, payment will be made for one (1) ' day. The minimum rental time to be paid for the entire rental ' period on an hourly basis shall not be less than 8 hours, or if on a daily basis shall not be less than one (1) day. ' 6. Should the Contractor desire the return of the equipment to a location other than its original location, the Agency will pay the cost of transportation in ' accordance with the above provisions, provided such payment shall not exceed the cost of moving the equipment to the work. ' 7. Payment for transporting, loading and unloading equipment, as provided above, will not be made if the ' equipment is used on the work in any other way than upon extra work paid for on a force account basis. ' When extra work, other than work specifically designated as extra work in the Plans and Specifications, is to be paid for on a force account basis and the Engineer determines that such ' extra work requires the Contractor to move on to the work equipment which could not reasonably have been expected to be needed in the performance of the contract, the Engineer ' may authorize payment for the use of such equipment at equipment rental rates in excess of those listed as applicable ' for the use of such equipment subject to the following additional conditions: ' 1. The Engineer shall specifically approve the necessity for the use of particular equipment on such work. 2. The Contractor shall establish, to the satisfaction of the Engineer, that such equipment cannot be obtained from his normal equipment source or sources and those of ' his subcontractors. 3. The Contractor shall establish to the satisfaction of the Engineer that the proposed equipment rental rate for ' such equipment from his proposed source is reasonable and appropriate for the expected period of use. ' 4. The Engineer shall approve the equipment source and the equipment rental rate to be paid by the Agency t SPC06-57 1-7 1 before the Contractor begins work involving the use of said equipment. 3-3.2.2(c).3 Owner-Operated Equipment. When owner- operated equipment is used to perform extra work to be paid for on a forceaccount basis, the Contractor will be paid for the equipment and operator, as follows: 1. Payment for the equipment will be made in accordance with the provisions in Section 3-3.2.2(c), "Tool and ' Equipment Rental." 2. Payment for the cost of labor and subsistence or travel ' allowance will be made at the rates paid by the Contractor to other workmen operating similar equipment already on the project or, in the absence of ' such other workmen, at the rates of such labor established by collective bargaining agreements for the type workman and location of work whether or not the ' owner-operator is actually covered by such an agreement. A labor surcharge will be added to the cost ' of labor described herein, in accordance with the "Labor " 2 2(a) rovisions in Section 3-3 . . , . p ' To the direct cost of equipment rental and labor, computed as provided herein, will be added the markups for the equipment rental and labor as provided in Section 3-3.2.3 "Mark-up." ' 3-3.2.3 Mark-up. ' The text of Subsection 3-3.2.3 is hereby deleted and replaced with the following: (a) Work by Contractor. The following percentages shall be added ' to the Contractor's costs and shall constitute the mark-up for all overhead and profits, which shall be deemed to include all items of expense not specifically designated as cost or ' equipment rental in Sections 3-3.2.2(a) and 3-3.2.2(b), "Materials," and 3-3.2.2(c), "Tool and Equipment Rental." ' Labor 20 Materials 15 ' Equipment Rental 15 Other Items and Expenditures 15 ' To the sum of the costs and mark-ups provided for in this subsection, 1 percent shall be added as compensation for bonding. SPC06-57 1-8 ' (b) Work by Subcontractor. When all or any part of the extra work is performed by a subcontractor, the mark-up established in Subsection 3-3.2.3(a) shall be applied to the subcontractor's actual cost of such work, to which a mark-up of 10 percent on the first $2,000 of the subcontracted portion of the extra work and a mark-up of 5 percent on work added in excess of $2,000 ' of the subcontracted portion of the extra work may be added by the Contractor. 3-5 DISPUTED WORK 3-5.1 Claims and Disputes During Performance. ' The following procedures and requirements shall apply and be fully complied with for any claim or dispute to be considered for payment as extra work: 1 Procedure: ' A. The Contractor and the City shall make good-faith attempts to resolve any and all claims and disputes that may from time to time arise during the performance of the Work of this Contract. If the Contractor ' considers any Work required of them to be outside the requirements of the Contract, or if they consider any instruction, meaning, ' requirement, ruling or decision of the City or its representative to be unauthorized, they shall, within seven (7) calendar days after such demand is made, or instruction is given, file a written protest (dispute) ' with the City stating clearly and in detail their objection and reason therefore. The Contractor shall promptly comply with the Work required of them even though a written protest has been filed. If a ' written protest is not issued within seven (7) calendar days, the Contractor shall waive their right to further claim on the specific issue. ' B. The City will review the Contractor's written protest and provide a decision. If the Contractor still considers the Work required of them to be outside of the requirements of the Contract, they shall so notify the ' City, in writing, within seven (7) calendar days after receiving the decision, that a formal claim will be issued. Within thirty (30) calendar days of receiving the decision, the Contractor shall submit their claim ' and all arguments, justification, cost or estimate, schedule analysis, and detailed documentation supporting their position. Failure to furnish notification within seven (7) calendar days and all justifying ' documentation within thirty (30) calendar days will result in the Contractor waiving their right to the subject claim. C. Upon receipt of the Contractor's formal claim, including all arguments, justification, cost or estimates, schedule analysis, and documentation supporting their position as previously stipulated, the City or its 1 SPC06-57 1-9 representative will review the issue and within thirty (30) calendar ' days from receipt of the Contractor's claim render a final determination. Certification: A. The Contractor shall submit with the claim their and Subcontractors' certifications under penalty of perjury that: 1. The claim is made in good faith. 2. Supporting data are accurate and complete to the best of the Contractor's knowledge and belief. 3. The amount requested accurately reflects the Contract adjustment for which the Contractor believes the City is liable. 4. If the Contractor is an individual, the certification shall be executed by that individual. 5. If the Contractor is not an individual, the certification shall be executed by an officer or general partner of the Contractor having overall responsibility for the conduct of the Contractor's affairs. 6. If a false claim is submitted, it will be considered fraud and the Contractor may be subject to criminal prosecution. B. In regard to any claim or portion of a claim for subcontractor work, the Contractor shall fully review said claim and certify said claim, under penalty of perjury, to have been made in good faith. C. Failure to furnish certification as required hereinbefore will result in the Contractor waiving their right to the subject claim. Claim Format: A. The Contractor shall submit the claim justification in the following format: 1. Summary of claim merit and quantum plus clause under which the claim is made. 2. List of documents relating to claim: a. Specifications. b. Drawings. SPC06-57 1-10 ' c. Clarifications/Requests for information. d. Schedules. e. Other. ' 3. Chronology of events and correspondence. 4. Analysis of claim merit. ' 5. Analysis of claim cost. ' SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General. The Contractor and all subcontractors, suppliers, and vendors, shall guarantee that the entire work will meet all requirements of this Contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or ' workmanship that become evident within 1 year after the date of recordation of the Notice of Completion. Within this 1-year period, the Contractor shall also restore to full compliance with requirements of this contract any portion ' of the work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. The Contractor shall make ' all repairs, replacements, and restorations within thirty (30) days after the date of the Engineer's written notice. ' 4-1.4 Test of Materials. Except as elsewhere specified, the AGENCY will bear the cost of testing material and/or workmanship which meet or exceed the requirements indicated in the Standard Specifications and the Special Provisions. The cost of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be borne by the Contractor. ' 4-1.5 Certification. A Certificate of Compliance shall be furnished prior to the use of any materials for which these Specifications or the Special Provisions require that such a certificate be furnished. In addition, when so authorized in these Specifications or in the Special Provisions, the Engineer may permit the use of certain materials or assemblies prior to sampling and ' testing if accompanied by a Certificate of Compliance. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials, and shall state that the materials involved comply in all ' respects with the requirements of the Specifications. A Certificate of Compliance shall be furnished with each lot of material delivered to the work, and the lot so certified shall be clearly identified in the certificate. SPC06-57 1-11 1 All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the Work which conforms to the requirements of the Plans and Specifications, and any such material not conforming to such requirements will be subject to rejection whether in place or not. The Agency reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance. The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer. 4-1.6 Trade Names or Equals. Approval of equipment and materials offered as equivalents to those specified must be obtained as set forth in the Instructions to Bidders. SECTION 5 - UTILITIES 5-1 LOCATION The location and existence of any underground utility or substructure was obtained from a search of available records. No guarantee is made or implied that the information is complete or accurate. It shall be the Contractor's responsibility alone to determine the exact location of underground utilities or substructures of every nature and to protect them from damage. The Contractor shall excavate and expose all high-risk underground facilities. The Contractor shall notify the owners of all utilities and substructures as set forth in the General Specifications. 5-4 RELOCATION The second sentence of the last paragraph of Subsection 5-4 of the Standard Specifications is hereby deleted and replaced with the following: When not otherwise required by the Plans and Specifications and when directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between the meter and limits of construction. 5-5 DELAYS The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Subsection 5-1 of the Standard Specifications. The SPC06-57 1-12 Contractor shall ascertain further detailed information to coordinate his work to this ' effect. All notification of utility companies shall be done by the Engineer based on ' Contractor's request as submitted to the Engineer at least 24 hours in advance of the needed work. Any costs for delay of the Contractor by utility companies in this regard shall be assigned to the Contractor, if these costs are a result of the ' Contractor's request being untimely in any respect, except for the utility company not responding at their agreed time before the 24-hour period elapses. Compensation for idle time due to delays shall be in conformance with Subsection 8-1.09 of the State Standard Specifications wherein reference to Section 4-1.03D shall mean Subsection 3-3.1 of the Standard Specifications. ' SECTION 6 - PROSECUTION PROGRESS AND ACCEPTANCE OF THE WORK ' 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK The Contractor's proposed Construction Schedule shall be submitted to the ' Engineer within ten (10) working days after the date of the AGENCY's execution of the Contract Agreement. The schedule shall be supported by written statements from each supplier of materials of equipment indicating that all orders have been placed and acknowledged, and setting forth the dates that each item will be delivered. ' Prior to issuing the Notice to Proceed with Work, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed Construction Schedule and delivery dates, arrange utility coordination, discuss construction ' methods, and clarify inspection procedures. ' The Contractor shall submit periodic Progress Reports to the Engineer by the 5th day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments ' will be withheld pending receipt of any outstanding reports. 6-2 PROSECUTION OF WORK ' The following sentences are hereby added to Section 6-2: The Contractor must place concrete within five (5) days of removal FAILURE OF THE CONTRACTOR TO COMPLY WITH THE AFOREMENTIONED ' WORK SCHEDULING REQUIREMENTS, DUE TO CONDITIONS UNDER HIS CONTROL WILL RESULT IN DAMAGES BEING SUSTAINED BY THE AGENCY. SUCH DAMAGES ARE, AND WILL CONTINUE TO BE, IMPRACTICAL AND ' EXTREMELY DIFFICULT TO DETERMINE. FOR EACH DAY THE CONTRACTOR FAILS TO CONFORM TO THESE REQUIREMENTS, THE CONTRACTOR SHALL PAY TO THE AGENCY, OR HAVE WITHHELD MONIES DUE TO HIM THE SUM 1 SPC06-57 1-13 OF TWO HUNDRED FIFTY DOLLARS ($250) AS LIQUIDATED DAMAGES FOR EACH CALENDAR DAY. 6-6 DELAYS AND EXTENSIONS OF TIME 6-6.1 General. If the Contractor desires payment for a delay as specified in Subsection 6-6.3 of the Standard Specifications, it shall notify the Engineer in writing within three (3) days of beginning of the delay. If the Contractor desires an extension of time as specified in Subsection 6-6.2 of the Standards Specifications, it shall notify the Engineer in writing within three (3) days of beginning of the delay. Such notice shall specify the nature of the delay and the conditions which set the beginning time for the delay. Utility delays subject to the provisions of Subsection 5-5 of the Standard Specifications shall only be granted time extensions or payment for delay based on strict conformance with Subsections 6-6.2, 6-6.3, and 6-6.4 in the Standard Specifications and as those subsections are modified in the General Conditions. 6-6.3 Payment for Delays to Contractor Compensation for idle time due to delays shall be in conformance with Subsection 8-1.09 of the State Standard Specifications wherein reference to Section 4-1.03D shall mean Subsection 3-3.1, of the Standard Specifications. 6-6.4 Written Notice and Report. The first sentence of Subsection 6-6.4 is hereby deleted and replaced with the following: If the Contractor desires payment for a delay as specified in Subsection 6-6.3 of the Standard Specifications, it shall notify the Engineer in writing within three (3) days of beginning of the delay. If the Contractor desires an extension of time as specified in Subsection 6-6.2 of the Standard Specifications, it shall notify the Engineer in writing within three (3) days of beginning of the delay. Such notice shall specify the nature of the delay, cause, and the conditions which set the beginning time for the delay. 6-7 TIME OF COMPLETION 6-7.1 General. The time for completion shall be as noted in the General Specifications. 6-7.2 Working Day. The Contractor's activities shall be confined to the hours between 7:00 a.m. and 3:30 p.m. Monday through Friday, excluding holidays. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, SPC06-57 1-14 inspection service fees will be charged against the Contractor. The service ' fees will be calculated at overtime rates, including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Contractor. ' 6-9 LIQUIDATED DAMAGES ' The liquidated damages value is hereby amended to be one thousand nine hundred dollars ($1,900.00) per day. ' SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES ' A noise level limit of 86 dBA at the distance of 15 meters (50 feet) shall apply to all construction equipment on or related to the job whether owned by the Contractor or ' not. The use of excessively loud warning signals shall be avoided, except in those cases required for the protection of personnel. 7-2 LABOR 7-2.2 Laws. The Contractor, and all subcontractors, suppliers and vendors, ' shall comply with all AGENCY, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. ' The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. ' 7-3 LIABILITY INSURANCE The first four paragraphs of Section 7-3 are hereby replaced with the following: The Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from ' or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors. ' 7-3.1 Minimum Scope of Insurance. Coverage shall be at least as broad as: ' 1. Insurance Services Office "Commercial General Liability" policy Form CG 00 01 or the exact equivalent. 2. Insurance Services Office Form No. CA 00 01 covering Automobile Liability, including Symbol I (any auto) or the exact equivalent. 1 SPC06-57 1-15 ' 3. Workers' Compensation on a state-approved policy form providing statutory benefits as required by law and Employer's Liability Insurance. ' " 4. all Course of Construction insurance form providing coverage for risks" of loss (if required by the contract). ' 7-3.2 Minimum Limits of Insurance. The Contractor shall maintain limits no less than: 1. Commercial General Liability: $1,000,000 per occurrence for bodily ' injury, personal injury, and property damage. Defense costs must be paid in addition to limits. There shall be no cross-liability exclusion for claims or suits by one insured against another. If Commercial ' General Liability Insurance or other form with a general aggregate limit is used, the general aggregate limit shall be $2,000,000. ' 2. Automobile Liability: $1,000,000 per accident for bodily injury and property damage. ' 3. Workers' compensation providing statutory benefits. 4. Employer's Liability: $1,000,000 per accident for bodily injury or disease. ' 5. Excess or Umbrella Liability Insurance (Over Primary): if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages. Any such coverage provided ' under an umbrella liability policy shall include a "drop down" provision with a maximum $25,000 self-insured retention for liability not covered by primary but covered by the umbrella. Coverage shall be "pay on ' behalf," with defense costs payable in addition to policy limits. There shall be no cross-liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to ' the AGENCY for injury to the employees of the Contractor, subcontractors, or others involved in the Work. The scope of coverage provided is subject to approval of the AGENCY following ' receipt of proof of insurance as required herein. 6. Course of Construction: Completed value of the project. ' 7-3.3 Deductibles and Self-Insured Retentions. ' Any deductibles or self-insured retentions must be declared to and approved by the AGENCY. At the option of the AGENCY, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects 1 SPC06-57 1-16 1 the AGENCY, its officers, officials, employees, and volunteers; or the ' Contractor shall procure a bond guaranteeing payment of losses and related investigations, claims administration, and defense expenses. ' 7-3.4 Other Insurance Provisions. The general liability and automobile liability policies are to contain, or be ' endorsed to contain, the following provisions: 1. The AGENCY, its officers, officials, employees, agents, and ' volunteers, including Willdan, while acting within the scope of their duties, are to be covered as insureds as respects: all liability arising out of activities or in connection with the Work 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, ' except as provided for in Subsection 6-10. The coverage shall contain no special limitations on the scope of protection afforded to the AGENCY, its officers, officials, employees, agents, or volunteers, including Willdan. 2. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects the AGENCY, its officers, officials, employees, agents, and volunteers, including Willdan. Any insurance or self-insurance maintained by the AGENCY, ' its officers, officials, employees, agents, or volunteers, including Willdan, shall be in excess of the Contractor's insurance and shall not contribute with it. 3. Any failure to comply with reporting or other provisions of the policies, ' including breaches of warranties, shall not affect coverage provided to the AGENCY, its officers, officials, employees, agents, or volunteers, including Willdan. ' 4. The Contractor's insurance shall 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. 5. Each insurance policy required by this clause shall be endorsed to ' state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits, except after thirty (30) days prior written notice by certified mail, return receipt requested, has ' been given to the AGENCY. Course of construction policies shall be purchased by the Contractor only if required by the contract. The AGENCY may obtain course of construction insurance under its existing property insurance program or through other SPC06-57 1-17 means. If Contractor obtains this coverage, policies shall contain the following provisions: The AGENCY shall be named as loss payee. I I 2. The insurer shall waive all rights of subrogation against the AGENCY. 7-3.5 Acceptability of Insurers. Insurance is to be placed with carriers admitted to write insurance in California with a current A. M. Best's rating of no less than A:VIII. 7-3.6 Verification of Coverage. The Contractor shall furnish the AGENCY with original endorsements effecting coverage required by this clause. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements are to be received and approved by the AGENCY before work commences. The Contractor's insurer shall provide complete, certified copies of all required insurance policies, including endorsements effecting the coverage required by these Specifications. 7-3.7 Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein, except that subcontractor shall not be responsible for obtaining course of construction insurance. Except as provided for in Subsection 6-10, the Contractor shall save, keep, and hold harmless the AGENCY and all of its officers, consultants, and agents, including Willdan, from all damages, costs, or expenses in law or equity that may at any time arise or be set up because of damages to property, or of 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, any of the Contractor's employees, or any subcontractor. The AGENCY and all of its officers, consultants, and agents, including Willdan, will not be liable for any accident, loss, or damage to the Work prior to the completion or acceptance of the Work, except as provided for in Subsection 6.10. 7-5 PERMITS The text of Subsections 7-5 of the Standard Specifications is hereby deleted and replaced with the following: Prior to the start of any work, the Contractor shall take out the applicable City permits and make arrangements for City inspections. The City will issue the permits SPC06-57 1-18 at no charge to the Contractor. The Contractor and all subcontractors shall each be licensed in accordance with State Business and Professions Code. The Contractor shall also obtain any and all other permits, licenses, inspections, certificates or authorizations required by any governing body or entity. The Contractor shall pay all costs incurred by the permit requirements. 7-8 PROJECT SITE MAINTENANCE 7-8-1. Cleanup and Dust Control The Contractor shall provide and operate a self-loading motor sweeper with spray nozzles every day for the purpose of keeping the entire project site clean as acceptable to the City Engineer. Payment for the cleanup and dust control shall be included in the price paid for other items of work. No additional payment will be made for project site maintenance. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS The second paragraph of Subsection 7-9 of the Standard Specifications is hereby deleted and replaced with the following: The Contractor shall relocate, repair, replace or re-establish all existing improvements within the project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, etc.) which are damaged or removed as a result of his operations or as required by the Plans and Specifications. Where existing traffic striping, pavement markings and curb markings are damaged or their reflectivity reduced by the Contractor's operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements. ' Relocations, repairs, replacements or re-establishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified. The last paragraph of Subsection 7-9 of the Standard Specifications is hereby deleted and replaced with the following: ' All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing or re-establishing existing improvements shall be included in the bid. ' 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Traffic and Access. The Contractor shall notify the occupants of all affected properties at least 48 hours prior to any temporary obstruction of access. Vehicular access to property line shall be maintained, except as 1 SPC06-57 1-19 1 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 3.60 meters (12 feet) wide traffic lane shall be provided for each direction of travel on all streets at all times, except as permitted by the ' Engineer. The traffic lanes shall be maintained on pavement and shall remain unobstructed. ' Clearances from traffic lanes shall be 1.5 meters (5 feet) to the edge of any excavation and 0.60 meters (2 feet) to the face of any curb, pole, barricade, ' delineator or other vertical obstruction. One 1.2 meters (4-feet) wide paved pedestrian walkway shall be maintained ' in the parkway area on each side of all streets. The clearance from the pedestrian walkway to any traffic lane shall be 1.5 meters (5 feet). ' 7-10.3 Street Closures, Detours, Barricades. Street closures will not be allowed, except as specifically permitted by the Engineer. ' The Contractor shall prepare any traffic control or detour plans that may be required as directed by the Engineer. ' Lane transitions shall conform to the Caltrans Traffic Manual, Section 5-08.4, "Transition Area." ' Temporary traffic channelization shall be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically ' permitted by the Engineer. The Contractor shall 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 finished pavement surfaces which are to remain. The Contractor shall schedule an employee to police the temporary delineators and barricades within the travel way during weekday, nonworking ' hours, and over Saturdays, Sundays, and holidays. Any corrective work required to be done by Agency forces shall be back charged to the Contractor based on the actual costs, plus Agency overhead, and withheld ' from the final payment. ' 7-10.5 Protection of the Public. Subsection 7-10.5 is hereby added to Section 7 of the Standard Specifications as follows: ' It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight, and shall 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 SPC06-57 1-20 or partially removed facilities. Unusual conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss, 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 shall 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 within a reasonable time period, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the AGENCY for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the AGENCY does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety. 7-15 RECYCLING OF MATERIALS Subsection 7-15 is hereby added to the Standard Specifications. 7-15.1 Contractor's Obligation. Recycling of asphalt concrete, portland cement concrete, aggregate base, and green waste (trees and shrubs) are required. All recycled materials shall be weighed on a certified weigh scale with weight tickets showing project name. RECORDS OF DISPOSAL, INCLUDING WEIGHT OF MATERIALS, SHALL BE SUBMITTED TO THE AGENCY ON A MONTHLY BASIS. Prior to commencing work, the Contractor shall complete the "Construction and Demolition Waste Reduction and Recycling Plan" form and submit it to the Public Works Department for review and approval. The Contractor will be expected to follow the approved Plan and document results during construction. At the completion of activities, the Contractor shall submit the "Construction and Demolition Waste Reduction and Recycling Report" form to the Public Works Department for review and approval of compliance with the Plans. The above-referenced forms are provided in Appendix V. The Contractor is obligated, under this contract, to recycle the waste material through an approved recycling plant. SPC06-57 1-21 Payment for recycling of materials shall be included in the unit price for other ' items of work. No additional payment will be made for recycling of materials. SECTION 8 - FACILITIES FOR AGENCY PERSONNEL ' No field offices for AGENCY personnel shall be required; however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor if so provided by the Contractor for his own personnel. SECTION 9 - MEASUREMENT AND PAYMENT ' 9-3 PAYMENT ' 9-3.2 Partial and Final Payment. The text of Subsection 9-3.2 of the Standard Specifications is hereby deleted and replaced with the following: ' The closure date for the purpose of making partial progress payments will be the last day of each month. The Contractor shall prepare the approximate measurement of the quantities of work performed through the closure date ' and submit it to the AGENCY by the 5th day for approval by the 10th day of the following month. When the work is complete, the Engineer will determine the final quantities of the work performed and prepare the final progress payment report. Payments are commonly authorized and made within thirty (30) days following the 10th day of the month submitted. However, payments will be withheld pending receipt of any outstanding reports required by the Contract Documents. 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. A full 10 percent will be retained from all progress amounts due. The retained amounts will be authorized for final payment thirty-five (35) days after the date of recordation of the Notice of Completion. The Contractor, however, may receive interest on the retained amounts or receive the retained amount itself so long as securities equivalent to the retained amounts are substituted with escrow holder approved by the Agency. At the request and expense of the Contractor, retained amounts or securities equivalent to the retained amounts may be deposited with the State Treasurer or a State or Federally chartered bank approved by the Agency as the escrow agent, who shall return such monies or securities to the Contractor upon satisfactory completion of the contract. SPC06-57 1-22 1 Securities eligible for investment shall include those listed in Section 16430 ' of the State Government Code or bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, and standby letters of credit. ' Any escrow agreement entered into shall contain the following provisions and shall be substantially similar to the form "Escrow Agreement for Security ' Deposits in Lieu of Retention as Contained in Section 4590 of Chapter 13 of Division 5 of Title 1 of the Government Code." ' 9-3.2.1 Claims. Procedures for final payment are hereby supplemented by Caltrans' Standard Specifications, Subsection 9- 1.076, Final Payment and Claims, and Subsections 9-1.03C, 9-1.04, ' and 9-1.09 where they are referenced from as they pertain to Subsection 9-1.076. References originating in Subsection 9-1.076 to Subsections 4-1.03, 8-1.06, 8-1.07, 9-1.03A, and 8-1.10 shall refer to ' Subsections 3-4, 6-7, 6-6, 3-3, and 5-5 respectively of the Standard Specifications. Where Director, Deputy Director, District, or State are referenced, it shall mean Agency. ' 9-3.2.2 Alternative Dispute Resolution. After submittal of the proposed final estimate to the Contractor, a meeting shall be held promptly between Contractor and Agency, attended by the individuals with decision-making authority regarding the dispute, to attempt in good faith to negotiate a resolution of claims arising under or related to performance of the contract. If, within thirty (30) days after such meeting, the parties have not ' succeeded in negotiating a resolution of the claims, they will jointly appoint a mutually acceptable neutral person not affiliated with either of the parties (the "neutral"). If they have been unable to agree upon ' such appointment within forty (40) days from the initial meeting, the parties shall seek assistance in finding a mutually acceptable neutral. ' If the parties are unable to agree on a neutral, either party may request the presiding judge of the Superior Court which would have jurisdiction of the matter if a suit were filed, to appoint the neutral. The ' fees of the neutral shall be shared equally by the parties. In consultation with the neutral, the parties will select or devise an ' alternative dispute resolution procedure ("ADR") by which they will attempt to resolve the dispute, and, if the parties are unable to agree on such matters within twenty (20) days after the initial consultation ' with neutral, the procedure, time, and place for the ADR to be held will be decided by the neutral. Unless circumstances require otherwise, the ADR shall be held not later than sixty (60) days after selection of ' the neutral. SPC06-57 1-23 The parties agree to participate in good faith in the ADR to its conclusion as designated by the neutral. If the parties are not successful in resolving the dispute through the ADR, then the parties may agree to submit the matter to binding arbitration, or a private adjudicator, or either party may seek an adjudicated resolution through the appropriate court. ' 9-3.3 Delivered Materials. Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress partial payment. SPC06-57 1-24 SPECIAL PROVISIONS PART 2 CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General. Untreated base shall be crushed aggregate base. Notations on the drawings, such as "APMB" and "Granular Fill" shall mean Crushed Aggregate Base. 200-2.2 Crushed Aggregate Base. 200-2.2.3 Quality Requirements. The minimum R-value requirement will not be waived. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements. 201-1.1.1 General. The same brand, type, and source of cement and aggregate shall be used for all Portland cement concrete. 201-1.2 Materials. 201-1.2.4 Chemical Admixtures. 1. Retarding Densifyer. The material shall be of the hydroxylated carboxylic acid type in liquid form and shall not entrain air or cause foaming. The retarding densifyer shall be used in strict compliance with the printed recommendations of the manufacturer. There shall be no reduction in the cement content of the concrete mix because of the addition of the retarding densifyer. The admixture shall be such that its addition to the concrete mix will: a. Decrease drying shrinkage; b. Increase compressive strength for all concrete strength for all concrete ages from 3 days to 1 year; SPC06-25 2-1 C. Increase flexural strengths, modulus of elasticity and abrasion resistance; d. Increase the slump and placement workability; e. Retard the initial set and increase the density; and f. Shall contain no calcium or tri-ethanolamine. At the discretion of the Engineer, the Contractor may be required to submit proof that the admixture he proposed to use meets the foregoing requirements. Such proof shall be in the form of comparative tests of plain and admixture containing mixes performed by an acceptable local laboratory with testing based on use of the project materials and in accordance with the requirements of ASTM C 157. An approved admixture conforming to these requirements is plastiment retarding densifyer in liquid form. 201-4 CONCRETE CURING COMPOUND 201-4.1 General. Concrete curing compound shall be Type 2. SECTION 203 - BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE 203-6.1 General. Asphalt concrete material shall be Class and Grade C2- AR-4000. SECTION 212 - LANDSCAPE AND IRRIGATION MATERIALS 212-1.1 Topsoil. Topsoil shall be Class A or C. 212-1.1.1 General. Import topsoil used in athletic field construction shall be Class A topsoil meeting the following gradation limits: All Class A and Class B topsoil shall be tested for agricultural suitability. The test results from samples taken at the source shall be delivered to the Engineer at least 10-working days prior to anticipated delivery date to the site. Should the proposed source material be unsatisfactory, the Contractor shall locate a suitable material, and shall pay all additional costs for testing. SPC06-25 2-2 Class C topsoil shall be tested for agricultural suitability. Six tests at six different locations shall be performed. Exact locations of tests shall be field verified and approved by Engineer. SPC06-25 2-3 SPECIAL PROVISIONS PART 3 1 CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING ' 300-1.1 General. ' The last paragraph of Subsection 200-1.1 is hereby deleted and replaced with the following: ' Tree branches which hang within 4.1 m (13.5 feet) above finished roadway grade or within 2.7m (9 feet) above finished sidewalk or parkway grade shall be removed to the branch collar in accordance with the current pruning standards of the t International Society of Arboriculture (ISA). The Contractor shall remove additional tree branches, under the direction of the Engineer, in such a manner that the tree will present a balanced appearance. No paint or tree sealant shall be applied to the resulting scars. All pruning shall be done under the supervision of an ISA Certified Arborist in the Contractor's employ. The following is hereby added to Subsection 300-1.1: ' Tree removal shall include grinding stumps to the diameter of the trunk at existing grade or the diameter of the root control barrier, whichever is greater, and to 3-foot depth below existing grade. Grindings shall be removed from ' this 3-foot hole and a pruning compound designed to prohibit regrowth shall be applied liberally to all exposed root surfaces. The hole shall then be filled with dirt and compacted to 90-percent relative compaction. All the root pruning required to place or replace walks, curbs, curbs and gutters, or other permanent facilities shall be limited to the minimum amount necessary to set forms. All roots two inches and larger shall be cut with sharp tool such as axe or ' chain saw. No roots shall be broken off by trenching or other heavy equipment. No root shall be removed within five (5) diameters of the tree trunk measured at 1.5m (4 feet, 9 inches) above grade without the express written permission of the City. Any such root removed without the City's written permission may ' create a hazardous condition for which the Contractor shall be liable. 1 SPC06-57 3-1 1 Should the Contractor create a hazardous condition in the sole judgment of ' the Engineer, the Contractor shall remove the tree and replace it with a specimen of the same specie and value at the Contractor's expense. All significant root pruning (3 inch diameter and larger) shall be performed under the direct supervision of an ISA Certified Arborist in the Contractor's employ. (See Section 306-1.1 for Trench Excavation requirements). ' 300-1.4 Payment. The following is hereby added to Subsection 300-1.4: Trunk diameter shall be measured for payment 4 feet above average existing ' ground surface at base of tree. Tree removal will be paid by separate bid item. ' 300-2 UNCLASSIFIED EXCAVATION 300-2.1 General. Unclassified excavation shall consist of all excavation, t including roadways, bituminous pavement and concrete pavement, curb, gutter, cross gutter, concrete sidewalk, asphalt concrete sidewalk and berm, access ramp and driveways. 300-2.1.1 Requirements. Subsection 300-2.1.1 is hereby added to 1 Section 300 of the Standard Specifications as follows: 1. Bituminous Pavement. Bituminous pavement and asphalt ' concrete sidewalk shall be removed to neatly sawed edges. Saw cuts shall be to a minimum depth of 3 inches (75 mm). Where only the surface of existing bituminous pavement is to be removed, the method of removal shall be approved by the Engineer, and a minimum laying depth of 1 inch (25 mm) of new pavement material shall be provided at the join line. Where bituminous pavement adjoins a trench, the edges adjacent to the trench shall be saw cut to neat straight lines before resurfacing to ensure that all areas to be resurfaced are accessible to the rollers used to compact the subgrade or ' paving materials. 2. Concrete Curb, Gutters, Cross gutter, Concrete Sidewalk, Access Ramps and Driveways. Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of ' 1Y2 inches (38mm). Concrete sidewalk or driveway to be removed shall be neatly sawed in straight lines either parallel to the curb or at right angles to the alignment of the sidewalk. No ' section to be replaced shall be smaller than 30 inches (750mm) in either length or width. If the saw cut in sidewalk, or driveway would fall within 30 inches (750mm) of a construction joint, SPC06-57 3-2 expansion joint, or edge, the concrete shall be removed to the ' joint or edge, except where the saw cut would fall within 12 inches (300mm) of a score mark, the saw cut shall be made in and along the score mark. Curb and gutter shall be sawed to a ' depth of 12 inches (38mm) on a neat line at right angles to the curb face. 1 3. Concrete Pavement. Concrete pavement shall be removed to neatly sawed edges. Saw cuts shall be made to a minimum depth of 12 inches (38mm). If a saw cut in concrete pavement ' falls within 3 feet (0.9m) of a construction joint, cold joint, expansion joint, or edge, the concrete shall be removed to the joint or edge. The edges of existing concrete pavement ' adjacent to trenches, where damaged subsequent to saw cutting of the pavement, shall again be saw cut to neat straight lines for the purpose of removing the damaged pavement ' areas. Such saw cuts shall be either parallel to the original saw cuts or shall be cut on an angle which departs from the original saw cut not more than 1 inch (25mm) in each 6 inches ' (150mm). 300-2.7 Selected Material. The text of Subsection 300-2.7 of the Standard Specifications is hereby deleted and replaced with the following: Selected materials encountered in the excavations within the project limits that meet the Specifications for base material, trench bedding, or backfill, topsoil, or other specified materials shall be used as shown on the Plans, in ' the Specifications, or as directed by the Engineer. Topsoil excavated may be considered only for the purpose of backfilling areas to be planted. ' 300-2.8 Measurement. Subsections of 300-2.8 1) and 2) of the Standard Specifications are hereby deleted and replaced with the following: ' 1. Excavating the roadway prism, including bituminous pavement in public and private road approaches. ' 2. Excavating concrete curb, gutter, crosscutter, concrete sidewalk, walkway, and driveways. 3. Excavating asphalt concrete sidewalk and berm. SPC06-57 3-3 1 300-2.9 Payment. Delete the first sentence of the first paragraph of ' Subsection 300-2.9 of the Standard Specifications and replace with the following: ' Payment for all unclassified excavation shall be included in the price of various items of work involved, and no separate payment shall be made therefor. ' 300-4 UNCLASSIFIED FILL ' 3004.1 General. Subsection 300-4.1 of the Standard Specifications is hereby deleted and replaced with the following: ' Unclassified fill shall consist of all fill unless separately designated. Construction of unclassified fill shall include preparing the area on which fill is to be placed, and the depositing, conditioning, and compacting, or fill ' material. Rocks, broken concrete, or other solid materials, which are larger than 4 ' inches (100mm) in greatest dimension shall not be placed in fill areas where piles are to be placed or driven nor in areas to be landscaped. ' Clods or hard lumps of earth or rocks of greater than 6 inches (150mm) in dimension shall be broken up before compacting the material in fill. ' 300-4.5 Placing Materials for Fills. The last sentence of the first paragraph of Subsection 300-4.5 of the Standard Specifications is hereby deleted and replaced with the following: ' Each layer spread for compaction shall not exceed 6 inches (150mm) of ' compacted thickness. The third paragraph of Subsection 300-4.5 of the Standard Specifications is ' hereby deleted. 300-4.9 Measurement and Payment. The text of Subsection 300-4.9 of the ' Standard Specifications is hereby deleted and replaced with the following: Payment for unclassified fill shall be included in the price of various items of ' work involved, and no separate payment shall be made therefor. SPC06-57 3-4 I SECTION 301 - TREATED SOILS, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION 301-1.3 Relative Compaction. The first paragraph of Subsection 301-1.3 of the Standards Specifications is hereby deleted and replaced with the following: When pavement is to be placed directly on subgrade material or when base or subbase material, curb, gutter, alley pavement, driveways, access ramps, or sidewalks are to be placed on the subgrade material, the top 6 inches (150mm) of such subgrade material shall be compacted to a relative compaction of 90 percent. 301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade. 301-1.6.1 Adjustment of Water Meter Boxes, Gas Valve Boxes, and Survey Monument Frames and Covers to Grade. Subsection 301- 1.6.1 is hereby added to Section 301 of the Standard Specifications as follows: ' Water meter boxes, gas valve boxes, and survey monument frames and covers within the area to be paved or graded shall be set to finish grade by the Contractor. In the case of Portland cement concrete, boxes shall be set to finish grade before paving. 301-1.7 Payment. Full compensation for adjusting water meter boxes, gas valve boxes, and survey monument frames and covers to grade shall be included in the price paid for other items of work, and no additional compensation will be made therefore. SECTION 302 - ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General. Asphalt concrete should be D1-AR-4000. 302-5.4 Tack Coat. Tack coat material shall be hot AR-4000 placed with an application rate of 0.15 gallons per square yard. 302-12 PUBLIC CONVENIENCE AND TRAFFIC CONTROL At least 7-working days prior to commencing work, the Contractor shall submit his final construction schedule to the Engineer for approval. This schedule shall allow affected people ample "on-street" parking within a reasonable distance from their homes and businesses. Requests for changes in the schedule shall be submitted SPC06-57 3-5 F1 by the Contractor to the Engineer for approval at least 48 hours prior to the scheduled operations on the street affected. "TEMPORARY NO PARKING" signs shall be posted at least 24 hours, but no more than 48 hours, in advance of the work. The signs shall be placed no more than 250 feet (76m) apart on each side of the alleys, streets and parking areas and at shorter intervals if conditions warrant. The Contractor shall provide the signs and shall be responsible for adding the dates and hours of closure to the signs. Removal of signs and furnishing and placing of barricades, if necessary, for posting of signs shall be provided. All signs shall be removed within 48 hours after the effective date. FAILURE OF THE CONTRACTOR TO MEET AND COMPLETE HIS DAILY SCHEDULE DUE TO CONDITIONS UNDER HIS CONTROL, ONCE A STREET HAS BEEN POSTED, AND THE AFORESAID TIME PROVISIONS FOR CHANGES IN THE SCHEDULE HAVE ELAPSED, WILL RESULT IN DAMAGES BEING SUSTAINED BY THE AGENCY. SUCH DAMAGES ARE AND WILL CONTINUE TO BE, IMPRACTICAL, AND EXTREMELY DIFFICULTTO DETERMINE. FOR EACH DAY THE CONTRACTOR FAILS TO MEET AND COMPLETE THE SCHEDULE AFTER POSTING AND AFTER THE AFORESAID TIME PROVISION FOR CHANGES IN THE SCHEDULE HAVE ELAPSED, THE CONTRACTOR SHALL PAY TO THE AGENCY, OR HAVE WITHHELD MONIES DUE HIM, THE SUM OF $640 AS LIQUIDATED DAMAGES. All work shall be scheduled so that all areas are open to traffic between 4:00 p.m. and 7:00 a.m. the following day. Traffic shall be directed through the project with warning signs, cones, and flagpersons in a manner that provides maximum safety for traffic and the workers, and the least interruption of the work. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURB, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS 303-5.1 Requirements. Concrete areas behind sidewalks and driveways shall be considered as walks. ' 303-5.1.1 General. Concrete work shall generally consist of the removal and replacement of existing concrete at the locations indicated in the Schedule of Work. Limits of the work shall be as ' marked by the Engineer. All new concrete shall be placed within 3-working days after removal ' of existing concrete. Each separate but contiguous area of work shall be considered a portion of the work. Removals shall be scheduled so that replacement is completed before the weekend. Each portion of 1 SPC06-57 3-6 the work where new concrete is not placed within 3 days after removal ' of existing concrete or is left open over the weekend shall be subject to assessment of liquidated damages. ' At the locations where concrete upheaval or cracking has occurred due to tree roots, the Contractor shall cut or grind the roots to clear the bottom of the new work a minimum of 6 inches (150mm). Any resulting voids shall be filled with approved backfill material, compacted, and leveled in accordance with the requirements of subgrade preparation. ' Sidewalks shall be a minimum of 4 inches (100mm) thick. Formed blockout of sidewalks for tree wells shall be provided where existing ' trees are to remain. Block outs shall be the same size as existing unless otherwise directed. ' Driveway approaches shall be a minimum of 4 inches (100mm) thick for residential and 6 inches (150mm) for commercial and shall be constructed in accordance with APWA Standard Plan 110-0 ' (excluding curb and gutter). Type "A" shall be constructed as specified by the Engineer, 10-foot (3m) width minimum. That area of driveways shown at a slope of 3 inch (6mm) or 2 inch (13mm) per foot is considered as sidewalk. Wheelchair ramps surface shall not be grooved in a herringbone ' pattern. House walks shall be a minimum of 4 inches (100mm) thick. Curbs and gutters shall be a minimum of 6 inches (150mm) thick and ' shall be constructed to the same curb face height, batter, gutter width, ' and hike-up as the adjacent improvement. Backs of curbs shall be vertical. ' Removal of existing curb and gutter adjacent to existing asphalt concrete street pavement shall include the removal and reconstruction of the adjacent 2 feet (600mm) of asphalt concrete pavement, unless otherwise noted in the Schedule of Work or directed by the Engineer. Asphalt concrete pavement shall be reconstructed in accordance with Section 302-5. Asphalt concrete pavement thickness shall be 1 inch (25mm) greater than existing pavement thickness, and aggregate base thickness shall be equal to the existing base thickness, except ' that a minimum 8-inch (200mm) asphalt concrete pavement over a 4- inch (100mm) aggregate base is required for all asphalt pavement replacement. Removal of existing sidewalks and driveway approaches adjacent to existing asphalt driveways shall include the removal and 3-7 SPC06_57 1 reconstruction of the adjacent 2 feet (600mm) of asphalt concrete ' pavement, unless otherwise noted in the Schedule of Work or directed by the Engineer. Asphalt concrete pavement shall be reconstructed in accordance with Section 302. Asphalt concrete pavement thickness ' shall be 1 inch (25mm) greater than existing pavement thickness, and aggregate base thickness shall be equal to the existing base thickness, except that a minimum 3-inch (75mm) asphalt concrete ' pavement over 4-inch (100mm) aggregate base is required for all asphalt pavement replacement. ' 303-5.5.1 General. All concrete work shall be finished in texture, scoring, banding, and generally the same manner as the adjacent existing improvements. ' 303-5.9 Measurement and Payment. Where adjacent asphalt pavement (including Asphalt Concrete driveways) is required to be removed for ' construction of curbs, walks, gutters, access ramps, and/or driveways, compensation for the reconstruction of pavement shall be included in the price paid for the item of work for which pavement removal was required, and ' no additional compensation will be made therefore. Payment for wheelchair ramps shall include removal and construction and ' shall be made at unit price bid, including monolithic retaining curb (8-inch (200mm) maximum), replacement of AC pavement, saw cutting, and curb ' and gutter. Payment for removal and construction of curb and gutter, walks and driveways shall be made at the unit price bid as called out in the Bid ' Schedule. ' SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS. ' 306-1.1 Trench Excavation. ' 306-1.1.1 General. Add the following: Where conduit is to be placed within the drip line of existing trees, the ' following conditions apply: 1. When the trench excavation is outside five (5) diameters of the ' tree trunk measured at 1.5m (4 feet, 9 inches) above grade, the provisions of Section 300-1.1 apply ' 2. When the trench excavation is to encroach within five (5) diameters of the tree trunk measured at 1.5m (4 feet, 9 inches) above grade, the excavation in the vicinity of tree roots shall be SPC06-57 3-8 1 by hand, air jet, or water jet to expose affected roots. Conduit ' shall be placed beneath the structural tree roots (all roots 2- inches or larger). No structural root shall be cut without the express written permission of the Engineer. Any such cutting ' shall comply with the provisions of Section 300-1.1. SECTION 308 - LANDSCAPING AND IRRIGATION INSTALLATION ' 308-1 GENERAL ' All existing lawn and landscape areas disturbed by the Contractor as part of or as a result of the work shall be prepared and resodded [reseeded] and/or replanted in kind, except as otherwise designated in the Plans. Existing irrigation systems shall ' be repaired and restored to operating condition to the satisfaction of the Engineer. Contractor shall field verify with Engineer exact location of all irrigation components ' such as, but not limited to, valves, sprinkler heads, piping, etc., prior to start of construction. All irrigation components shall be protected in place. However, where there are conflicts with new sidewalks, the water supply lines, valves, and sprinkler ' heads shall be modified and adjusted to grade or relocated, as necessary. The reinstallation of irrigation components shall be performed in the same manner in which they were originally installed. ' Contractor shall not have the existing irrigation system inoperable for more than 48 ' hours continuously. 308-2 EARTHWORK AND TOPSOIL PLACEMENT ' 308-2.3.1 General. Add the following: t After Class [C], [A] topsoil has been placed and prior to amendment, the topsoil will be sampled and tested by the [Contractor] [Agency] to assure compliance with the Specifications and approved testing ' source. Supplemental tests may be made to assure compliance with amendment and fertilization specifications. All costs associated with testing shall be borne by the Contractor. ' 308-4.8 Lawn Planting. ' 308-4.8.3 Sod. Add the following: Grade smooth all surfaces to be sodded. Soil surface should be 3/- ' inch below adjacent walks after settling. Roll lightly and fill in all soil depressions. Soil shall be level, smooth, and moist before sodding. 1 SPC06-57 3-9 0 308-8 PAYMENT The text of Subsection 308-8 of the Standard Specifications is hereby deleted and replaced with the following: All costs to the Contractor to relocate, repair, replace, or reestablish landscaping (other than trees) and irrigation and sprinkler systems shall be included in the price bid for other items and shall include full compensation for furnishing all labor, materials, tools, and equipment performing all work necessary to complete, establish, and maintain the landscaping and irrigation work. SECTION 313 - PUBLIC IMPROVEMENTS Section 313 is hereby added to the Standard Specifications. 313-1 PUBLIC IMPROVEMENT PROJECT SIGN 313-1.1 General. The Contractor shall supply, erect, and maintain a public improvement project sign for the duration of construction according to the specifications set forth below. The sign is illustrated in the Appendix. 313-1.2 Sign Specifications. Size: 4-feet by 4-feet with a 7-foot clearance above ground level Materials: 3/4 inch (exterior type) plywood (C-C EXT-DFPA grade) Support: 4 inch by 4 inch by 11-foot posts Mounting: Frame shall be constructed using 2-inch by 6-inch by 8-foot skids centered on each post with a 2-inch by 4-inch by 5-feet 6- inch - 45 degrees brace for each skid and a 2-inch by 6-inch cross strut between the bottom of the posts all of bolted construction. Plywood panel shall be mounted using 3/4-inch by 5-inch carriage bolts at 16-inch (max.) oc. Paint: Panel Face: Three coats outdoor enamel (sprayed) Panel Rear and Frame: Two coats outdoor enamel (sprayed). Colors: Stark White background and Green lettering. Lettering: Silk screen enamels, Helvetica medium. 11 Location: The signs shall be placed: One on the northeast corner of Rush Street and San Gabriel Boulevard; one on the southwest corner of Hellman Avenue and San Gabriel Boulevard; one on the southwest and one on the northeast corner of Garvey Avenue and San Gabriel Boulevard. SPC06-57 3-10 Disposition: After the Notice of Completion is issued, the sign shall become the property of the Contractor and he shall dispose of the sign at no expense to the City. 313-1.3 Payment for Project Sign. Payment for project sign shall be at the unit price bid for the project improvement sign. The unit price shall include full compensation for all labor, materials, tools, equipment, and for doing all work involved, including disposing of the sign. SPC06-57 3-11 SPECIAL PROVISIONS 1 SIGNALS, LIGHTING, AND ELECTRICAL SYSTEMS All equipment, materials, and components for traffic signal loop replacement shall conform to the Caltrans Standard Plans, and Standard Specifications, Section 86, "Signals, Lighting, and Electrical Systems," dated May 2006 except as noted in the Special Provisions and on the Plans. These Plans and Specifications are hereinafter referred to as State Standard Plans and State Standard Specifications. Copies of these documents are available from the Caltrans, District 7 office at 100 South Main Street, Los Angeles, California 90012 or from Caltrans, 6002 Folsom Boulevard, Sacramento, California 95819, (916) 445-3520. 86-1 GENERAL 86-1.03 Cost Breakdown. The cost breakdown shall be submitted to the Engineer in conjunction with equipment list and drawings. 86-1.04 Equipment List and Drawings. The equipment list shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Contract Approval. Materials lists, manufacturer's data, brochures, technical data, etc., shall be labeled and identified, and shall be submitted in bound booklet form. The Contractor shall retain one copy of all approved material lists and samples at the job site, readily accessible for inspection by the Engineer. Said materials lists and samples shall be the basis for approval or rejection of work. 86-1.05 Warranties, Guarantees, and Instruction Sheets. The Contractor shall guarantee the entire work constructed under this contract and will fully meet all requirements as to quality of workmanship and materials furnished by him. The Contractor shall make, at the Contractor's expense, any repairs or replacements made necessary by defects in workmanship or materials that becomes evident within 1 year after acceptance of work by the Agency and to restore to full compliance with the requirements of these specifications, any part of the work which during the 1-year period is found to be deficient with respect to any provision of the Plans and Specifications. The Contractor shall make all repairs and replacements promptly upon receipt of written orders from the Engineer. If the Contractor fails to make the repairs and replacements promptly, the City may do the work and the Contractor and his surety shall be liable to the City for the cost. Whenever any work or equipment is to be guaranteed or maintained by a manufacturer, supplier, or subcontractor, said obligation shall be that of the Contractor. SPC06-57 TS-1 All guarantees shall be in writing and delivered to the Engineer by the Contractor prior to final acceptance of the work. ' 86-1.06 Maintaining Existing and Temporary Electrical Systems. All work and materials required to keep the existing street lighting systems operational including temporary poles and wiring will be considered as included in the ' price bid items for all work, and no additional compensation will be allowed therefor. Where the Contractor-installed facilities are damaged prior to final acceptance by the Engineer, the Contractor shall repair or replace such facilities at his own expense. 86-1.07 Scheduling of Work. No work shall commence and no material or equipment shall be stored at the jobsite until such time that the Contractor notifies the Engineer in writing of the date that all electrical materials and equipment are to be received. Upon receipt of said notification by the Engineer, the Contractor may commence work within 5-working days prior to said delivery date. The job site shall be maintained in a neat and orderly condition at all times ' and areas of sidewalk removal to be left open for less than 5 days shall be covered with plywood sheeting and barricades. Areas to be left open more than 5 days shall be patched with temporary AC pavement, smoothed to ' provide a level finished walking surface. ' 86-2 MATERIALS AND INSTALLATION 86-2.01 Excavation and Backfilling. Excavation for foundation shall be hand ' dug until clear of obstructions. The last paragraph of Subsection 86-2.03 is hereby deleted and replaced with the following: Existing footings for street lights shall be removed and the remaining hole backfilled and compacted. 86-2.05 Conduit. Conduit shall be rigid steel with metallic fittings for street lighting. 86-2.06 Pull Boxes. Pull boxes shall be pre-cast reinforced concrete. Grout- in bottom of pull boxes will not be required. Electrical pull boxes, unless noted otherwise on the Plans, shall be 10.5" x 17" x12" or larger and shall have plastic lined lids. No pull box shall be located in or within 300mm (1 foot) of any curb ramp SPC06-57 TS-2 1 ' 86-6 LIGHTING All equipment, materials, and components for the installation of the street lighting ' conduit system shall conform to the specifications and requirements of the Edison Company. Contact the Edison Company for exact pole, riser, and handhole locations. ' All conduit, except crossing shall be behind curb in parkway. Conduit will not be allowed in the street and all conduit shall be bored. Open trench operations will not ' be allowed. On streets where the sidewalks are 5 feet or less in width and adjacent to the curb, ' the street lighting conduit risers into proposed electroliers shall be placed at the back of the sidewalk unless otherwise indicated on plans. Coordinate exact locations with the Edison Company. 86-8 PAYMENT ' 86-8.01 Payment. The second paragraph of Section 86-8.01, "Payment," of the State Standard Specifications, is superseded by the following: ' Payment for street lighting shall be included in the price bid for each item as shown on the Plans, and no additional compensation will be allowed ' therefor. SPC06-57 TS-3 APPENDIX I I SPC06-57 STANDARD DRAWINGS 1200 mm (4') MIN Y GRADE BREAKS L w Q: 0 R I~X~ W x_I Lw- ~ A TYPE A A rop- 1200 mm (4') MIN INTEGRAL 1200 mm (4') MIN Y GRADE BREAK BREAKS I Lr TYPE C 1200 mm (4') MIN Y 2% 25 mm (1") CF SECTION A-A CURB FACE, mm X, mm Y, mm 150 (6") or less 900 (3'-0") 1200 (4'-0") 175 (7") 1050 (3'-6") 1425 (4'-9") 200 (8") 1200 (4'-0") 1700 (5'-8") 225 (9") 1350 (4'-6") 1950 (6'-6") 250 (10") 1500 (5'-0") 2175 (7'-3") 275 (11") 1650 (5'-6") 2400 (8'-0") 300 (12") or more 1800 (6'-0") 2625 (8'-9") NOTES: 1. RESIDENTIAL DRIVEWAYS SHALL BE 100 mm (4") THICK PCC. 2. COMMERCIAL DRIVEWAYS SHALL BE 150 mm (6") THICK PCC. 3. WEAKENED PLANE JOINTS SHALL BE INSTALLED AT BOTH SIDES OF A DRIVEWAY AND AT APPROXIMATELY 3000 mm (10') INTERVALS. 4. CURB FOR TYPE C DRIVEWAY SHALL BE INTEGRAL AND MATCH ADJACENT CONSTRUCTION. 5. REFER TO LOCAL DEVELOPMENT REGULATIONS FOR AMERICANS WITH DISABILITIES ACCESS REQUIREMENTS AND MAXIMUM PERMITTED DRIVEWAY WIDTHS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED BY THE PU~ EE BOOK S 'r COWMEE MC. METRIC DRIVEWAY APPROACHES ~ ~p-1 roe. REV. 1996 USE WITH STANpARO SPECIFICATIONS FOR PU LIC WORKS CONSTRUCTION SHEET 1 O 1 H~ TYPE B A 915 mm (3') MIN !0 mm 4' mm (3 MIN TRANSITIOt i x 4:1 MIN NIA 915 mm ° (3') MIN NOTE 8 NOTE 2 8.33 ° CURB X X CURB FACE 1220 mm x (4') Al ~ AOR B I MM 4 mm (.5) MIN R C } J NOTE 3 3 NOTE ; Y- U Q U as CURB CURB FACE TYPE 2 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDATRR-D ICPLAN PROMULGATED EY THE PUBLIC WORKS STANDARDS INC. CURB RAMP 111- 3 GREEN8000 COYMITIEC 1992 REV. 1996. 2000. 2005 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 TYPE 1 ADE BREAK X QI 4 N 11"10 mm to 2 (4 AOR B SEE FIGURE 1 BCR Q~ 2% MAX 1220 mm 4' GRADE BREAK 915 mm 3 MIN E NOTE 8 E \ ENV CAL NO 2 9 f\° ~c ~~u 3 x a PLANTING ~I O~GJQ a AREA CURB TYPE 3 CURB FACE WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 2% MAX ~z GRADE BREAK 1220 mm 4' a E E 915 mm 3 MIN 3 E E NOTE 8 BCR U N F a~rn \ 71, X 3 NOTE 2I'r S~ N a PLANTING 9 F, ° ~9~ = o N Q- AREA 33% CURB -4 G CURB FACE P~F. WHERE PLANTING AREA IS TYPE 4 ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETTRIICPLAN CURB RAMP 111-3 SHEET 2 OF 10 AOR B 1 1220 mm 4' R 915 mm 3 R MIN _ NOTE 2 8.33% b~l x 8.337 DE BREAK 3 N a I N Q I X a N PLANTING AREA NOTE 8 ,~°~IQ', - PLANTING AREA 00 CURB CURB FACE m ' x (4 ) a L ~ AOR B SEE FIGURE 1 TYPE 5 PARKWAY R a w 2% MAX CK Q ~ O P Q z 1220 mm 915 mm MIN PCC WALK 1220 mm 4 915 mm (3') MIN R Z Fr N a NOTE 2 NOTE 8 y~ PLANTING AREA TYPE 6 CURD IF PLANTING AREA IS NOT ADJACENT TO SIDE FLARE, USE 'Y' PER TABLE 2 FOR THAT FLARE O~ GJ~ C z-x z-x 915 mm - "I r- 3') MIN R a Q NOTE 2 33 t cNa c"Q ~v a a 8.33% 8.33% CURB NOTE 8 CURB FACE X X 1220 (4') IR C TYPE 1 2% MAX C) mot,/e/ NOTE 41 . TYPE 2 a a cIX ~ v NL B~ S$ Gi a a NOTE 2 ~y+ CURB70 + FF~ CURB FACE CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETR~DCPLAN 111-3 CURB RAMP SHEET 4 OF 10 A ~l SKEW ANGLE, o 1220 m SKEW ANGLE o=45' (4') OFFSET b=0 NOTE 2 UNLESS OTHERWISE NOTED ON PLANS M 9 M c6 I Y (S) MIN MOC X NOTE 8 OFFSET, b CURB CASE C CURB FACE X Z 3 E E o SEE DETAIL CL ^ U-) A. B. C, OR D ,,NOTE 8 Q A 8.33%:::::: A TYPE 1 > C4 Y NOTE 2 5; MAX qlh mm a PLANTING ( 3') MIN a AREA REGRADE X=1220 mm (4') Y IF ADJACENT TO CURB PLANTING AREA, CURB FACE OTHEWISE SEE TABLE 1 Y z 915 m (3') MINI SEE DETAIL A. B. C OR D E E E E A 8.339 A N Un IIX N Y 3 N NOTE 8 5% MAX <u a a NOTE 2 CURB TYPE 2 CURB FACE CASE D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETTROICPL4N 11CURB RAMP ~ -3 SHEET 5 OF 10 S 22% MAX GRADE BREAK 1220 mm (4') 915 mm (3') MIN co x N ~ v O O E a E Q Z OR N v Q MARKED U A OF! 8 LESS ' MAX CROSSWALK U N ~ Q. N S 1220 mm (4 x 3 915mm(3')M Y a N PLANTING AREA TYPE 1 NOTE 2 CURB A R NOTE 8 CURB FACE X=1220 mm 4' 1220 mm X ADJACENT WHEN (4 ) AREA PLANTING O rx 1<2 ul) MARKED,-' CROSSWALK 2% MAX x II N U E Z OR S C LES NOTE 2 Z=X--~ r x 915 mm Stela 3 3 ~I 3') MIN 04 Of u 4 U N a CURB X X CURB FACE 1220 mm (4') IX MARKED CROSSWALK E U E cN~ :t MARKED 5X CROSSWALK GRADE BREAK NOTE 8 TYPE 2 CASE E SEE NOTE 6 R EXISTING ROADWAY Sy SEE NOTE 6 R EXISTING ROADWAY Sy j SHEET 10 SEE NOTE EXISTING ROADWAY Y mm ka _TOP OF RAMP A2-0 CURB AND GUTTER SECTION A-A USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS A-A, B-B PARKWAY OR C-C IS APPROPRIATE. NDED TOP OF I EDGE RAMP/ DEPRESS BACK OF WALK 1 SEE DETAIL A, B, C OR D. 12-0 CURB AND GUTTER- ~ SECTION B-B DEPRESS BACK OF WALK V___ SEE DETAIL A, B. C OR D. / SHEET 10. OF WALK SECTION R-R 7 no 1 CCC SECTION S-S .K SECTION C-C PARKWAY WIDTH, m 1.2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 3.6 3.9 4.2 4.5 4.8 5.1 5.4 5.7 6.0 (4') MIN (5') (6') (7') (8') (9') (10') (11') (12') (13') (14') (15') (16') (17') (18') (19') (20') 25 (1" 50 (2") 75 (3") E 100 (4" E 125 (5" U 150 (6" Q U- 175 (7" a, 200 (8" U 225 (9" J Q 250 (10" m Ct~ O 275 (11 " z 300 (1)" S FcT ~o ~ 0 ~ SECTI=-A qyo LANDING = U ~ ~c p w SECTION B-B CALCULATE Z DIMENSION PER FORMULA BELOW OR MORE FIGURE 1 - SECTION USAGE NORMAL CURB FACE, mm (INCHES) X, mm (FT) SECTION Y-Y Y, mm (FT) 50 (2") 1200 (4.00') MIN 790 (2.63') 75 (3") 1200 (4.00') MIN 1185 (3.95') 100 (4") 1200 (4.00') 1580 (5.26') 125 (5") 1500 (5.00') 1975 (6.58') 150 (6") 1800 (6.00') 2370 (7.90') 175 (7") 2100 (7.00') 2765 (9.21') 200 (8") 2400 (8.00') 3160 (10.53') 225 (9") 2700 (9.00') 3555 (11.84') 250 (10') 3000 (10.00') 3950 (13.16') 275 (11") 3300 (11.00') 4340 (14.47') 300 (12") 3600 (12.00') 4735 (15.79') SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 - X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF / 8,333% Y = CF / (8.333% - 2% WALK CROSS SLOPE) WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z DIMENSION AS FOLLOWS: W = PARKWAY WIDTH L = LANDING WIDTH, 1220 mm (4') TYP, 915 mm (3') MIN Z = [(Y+L)-W] x 0.760 IF (Y+L) < W. THEN Z = 0 TABLE 1 SHOWS X FOR A FLARE SLOPE OF 8.33% AT THE CURB FACE. IF L IS 1220 mm (4') OR MORE, X MAY BE MULTIPLIED BY 0.833 FOR A MAXIMUM FLARE SLOPE OF 10% AT THE CURB FACE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DARD STANM ETRICPLAN 111-3 CURB RAMP SHEET 8 OF 10 1220 mm (4') mm MIN Z.DOWN Z .Up Z. ~ I GRADE BREAK b\ x L I T Mm T co I X.DOWN~T~ I _ X.UP _I CURB -GUTTER I I CURB FACE SLOPE, S 4122 mm (4') TYPICAL CURB RAMP X.DOWN X.UP BACK OF WALKI S GUTTER r- FLOW LINE SECTION T-T SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN S K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.136 2% 0.806 1.316 3% 0.735 1.563 4% 0.676 1.923 5% 0.625 2.500 TABLE 2 - SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% / (8.333% + S) K.UP = 8.333% / (8.333% - S) STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETRICPLAN 111-3 CURB RAMP SHEET 9 OF 10 iRFACE CONSTRUCT FENCE OR PER CONTRACT PLANS RETAINING CURB SURFACE DETAIL B GRADED SLOPE 2:1 MAX NPAVED SURFACE DETAIL C 305 mm (12" GROOVING DETAIL E~O O O O E N O o0 O O 23 mm E N (~O O O O 0190 SINGLE OO O O PATTERN O "TRUNCATED DOME" 60 mm 2.35 DETECTABLE WARNING DETAIL RETAINING CURBS ,1mm UNPAVED SURFACE DETAIL D GENERAL NOTES 1 6 mm 3 6 4"") mm (1/4.,) (1 /4..) 1. CONCRETE SHALL BE CLASS 310-C-17 (520-C-2500) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 100 mm (4") THICK. 2. THE RAMP SHALL HAVE A 305 mm (12") WIDE BORDER WITH 6 mm (1/4") GROOVES APPROXIMATELY 19 mm (3/4") OC. SEE GROOVING DETAIL. 3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN. 7. ANGLE = 0/2 UNLESS OTHERWISE SHOWN ON PLAN 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANME ICPEAh 111-3 CURB RAMP SEE- 6 n'r V L 1/ A I L v E E u~ l.~ U E E: 0 Ln BATTER 3:12 L A1-150(6) AND A1- 200(8) w z J i A3-150(6) AND A.5-2UU(b) NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS THE CURB FACE (CF) HEIGHT, mm (INCHES). 2. GUTTER WIDTH, W, IS 600 mm (24") UNLESS OTHERWISE SPECIFIED. 3. TYPES Al, A2, A3 AND Cl SHALL BE CONSTRUCTED FROM PCC. 4. TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE. 5. TYPE Cl CURB SHALL BE ANCHORED WITH STEEL DOWELS AS SHOWN OR WITH AN EPOXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A 15 mm (1/2") RADIUS. m o ~ N E E 75 mm (3") 25 mm I I IN (6") 1 20 mm (3/4") R BATTER 3:12 BOTH SIDES w U D1-150(6) AND D1-200(8) y1 3M x 250 mm 0 1200 mm OC #4 x 10" 0 4' OC) ROUTED IN PLACE BATTER 3:12 C1-150(6) AND C1-200(8) STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROuULCATEO By THE PUBLIC WORKS STANDARDS INC. CURB AND GUTTER BARRIER METRIC 20_1 OREEMBOpc COMMITTEE +oe+ REV, taaa USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 A2-150(6) AND A2-200(8) INLET PER CASE I. II. OR R/W LINE N-100 mm (4') CIP 35 mm (1-1/2') MIN CLEAR- WALK (SEE NOTE 4}~ L #l OM (#3) BAR-\ 1 f6'mm / 2 W PLAN R/W MA I PIPE P R I PR M NT \Vll OR GRADING PLAN X. SLOPE 1:1 1 HINGE COVER Al TOP OF FRAME RECTANGULAR FRAME AND COVER PER SPPWC 152 SEE NOTE 1 IT mm (3') mm (6'). TYP CASE I INLET TRANSITION STRUCTURE SECTION R/W FRAME k GRATE - NOTE 9 f-25 mm (1") MIN 10 r, 1 $150 mm (6'). OF CURB LINE CAS DROP INLET PER OGRE GRAIDING PLANIMPROVEME , (I-) CASE III INLET GRADED DITCH SECTION TC LINE OM (/3) SA AN EXPANSION JOINT 16 mm 1 m JOINT SON E I FL 65 mm (2-1/2") MIN FOR 150 mm (6') E k 175 mm (7') CF 90 mm (3-1/2') MIN FOR 200 mm (6') CF g aoL) R/WI 10 mm (1/2")-J 100 PARKWAY WIDTH PER IMPROVEMENT PLAN CLEAR CIP mm (4') IP T. C. LINE FINISHED PARKWAY GRADE z NOTE: APPLIES TO ANY NUMBER OF PIPES PCC WALK. 200 mm (6') CF - NOTE 4 3 i mm (7") oR PCC WALK, 150 mm (6') CF - NOTE + EN CURB PROFILE 200 mm (8') CURB FACE D mm (8") CF GALV WIRE FABRIC - NOTE 10 7 011, /10M (#3) SA I - / 2. I 10 m L'500 mm (1/2' 5 (51) TOP OF CURI SEE INLET DETAILS 0tOM (/3) BAR 15 mm mm 1 EXPANSION 6" Z 6 O N\ /`jX T s1oN 100 mm (4") JOINT E \ I FL I I `TT REXSTING SECTION A-A 10 mm (1/2") CIEARJ ~►-i00 mm (4') CIP MA NOTE: APPLIES TO ANY NUMBER OF PIPES 2 - TOP-OF-CURB LINE SHOWN ON PROFILE CURB PROFILE 150 mm (6') CURB FACE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANOARDiCPLA 19 METR PROMULGATED ND RD CURB DRAIN PUBLIC G WORKS STANDARDS PAC. 150- 2 RFENBO COMMITTEE 1964 REV. 1992, 1999 ...,a.rn.rne.. rno ono.Ir wnRK¢ CnNSTRUCTION SHEET 1 Of 1 NOTES 1. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET CASE I BEGINS AT THE TOE RATHER THAN THE R/W LINE. 2. FOR OPEN DITCH (CASE INLET III), THE 600 mm (24") EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE. 3. TOP OF INLET STRUCTURE (CASE I AND II) TO BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 4. CONSTRUCT PCC WALK WHEN SPECIFIED ON PLANS. THE CONTRACT PRICE PAID FOR PCC WALK ITEM SHALL INCLUDE WALK CONSTRUCTED IN CONJUNCTION WITH PARKWAY CULVERT. 5. "N" EQUALS NUMBER OF PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLANS. 6. INLET CASE TO BE SPECIFIED ON PLANS. 7. ANGLE A EQUALS 0', UNLESS OTHERWISE SPECIFIED. 8. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND GUTTER PER PLANS. 9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FOR CASE II INLET SHALL BE GALVANIZED CAST IRON. WEIGHT OF FRAME AND GRATE SHALL BE 36 kg (80 LBS). 10. AT LOCATIONS WITH LESS THAN 200 mm (8") CURB FACE, USE 152x152-MW9.1xMW9.1 (6x6-10/10) GALVANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND 200 mm (8") BEYOND THE EDGE OF CAST IRON PIPES. 6 SPACES O 24 mm 15 16') 7 BARS O 16 mm (5/8') 2 OUTSIDE BARS O 22 mm (7/8")l OVERALL 356 mm (14') n E Im E ".°1\`r E E E E 0 w E c e a n 4 wW oo: ai t'n O a~cvn 00000000 00000000 00000000 7PEN AREA 52% E E r :RE 1 330 mm x 330 mm (13' x 13')1 432 mm x 432 mm (17' x 17') r SECTION THRU FRAME GRATE FOR CASE 11 INLET CASE A r I I I L 25 mm (1') THICK EXPANSION JOINT FILLER - CASE B I I Lxmi;t~~~~ I I I THICK JOINT L UNDISTURBED EARTH, 25 mm (1") SAND CUSHION OR APPROVED EXPANSION JOINT MATERIAL (SEE NOTE 8) CASE D OPTIONAL %0 (SEE NOTE 11) THICK JOINT UNDISTURBED CASE E L 'W LUNDISTURBED ; \725 p EARTH i 25 mm (1") SAND CUSHION OR APPROVED EXPANSION 25 mm (1") THICK CU' JOINT MATERIAL EXPANSION JOINT EXf (SEE NOTE 8) SADDLE FILLER MA CASE C CASE F 8) 1 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN nea~nnKS ST NO THE cm WORKS *Amlr , HOUSE CONNECTION REMODELING METRIC 223-1 104 REV 1996 . USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 f I~ II dP 1~ II II II II 25 mm "I THICK EXPANSION JOINT FILLER 1 CASE G 7 _ CONCRETE ENCASEMENT ~y ~P AS DETAILED HEREON SHALL BE USED FOR ` TEES OR WYES AND PIPE WHERE THE SLOPE OF THE PIPE IS STEEPER UNDISTURBED • THAN 1:1 OR SEE NOTE 6 EARTH TEE OR mm (1") SAND WYE NEW SEWER NOTE 8) CASE R TEE OR WYE NEW SEWER CAP (SEE NOTE EXIST. SEWER CASE S X o. " ~ L 25 mm 1")) SAND CUSHION THIINT JJOI TP M~AOV TERIALXPANSION 25 EXPANSION FILLER (SEE NOTE 8) CASE K NOMINAL DIAMETER OF PIPE mm (INCHES) MINIMUM DIMENSIONS X mm (INCHES) 150 (6) 75 (3) 200 (8) 100 (4) 250 (10) 125 (5) 300 (12) 150 (6) SECTION A-A CONCRETE ENCASEMENT DETAIL (SEE NOTE 5) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION HOUSE CONNECTION REMODELING 223-1 EXPANSION JOINT FILLER CASE H NOTES 1. EXCEPT AS OTHERWISE INDICATED HEREON OR ON THE PLANS, ALL HOUSE CONNECTION REMODELING SHALL CONFORM TO THE APPLICABLE PORTIONS OF SPPWC 222, HOUSE CONNECTION SEWER. 2. SEE PROJECT PLANS FOR VALUES OF D, L, V. AND W. (DIMENSION L IS THE HORIZONTAL LENGTH OF THE HOUSE CONNECTION REMODELING). 3. EXISTING SEWERS ARE INDICATED BY DASHED LINES. HOUSE CONNECTION SEWERS TO BE CONSTRUCTED ARE INDICATED BY SOLID LINES AND SHALL BE OF THE SAME MATERIAL AS THE EXISTING SEWER. THE CONTRACTOR MAY CONSTRUCT THE SEWER WITH OTHER MATERIALS ALLOWED BY SPPWC 222 PROVIDED APPROVED ADAPTORS ARE UTILIZED. 4. 1/16 (22.5') OR 1/8 (45') BENDS SHALL BE USED TO REMODEL OR CONSTRUCT ANY - METRIC LIMITATIONS PRECLUDE THE U SEE OF 1L/16 M(22 5 ORE 1/8 ((45!)C BENDS GTHE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE PROPOSED METHOD OF REMODELING OR CONSTRUCTION. 5. ALL SHALL HOUSE ENCOASED IIN CONCRE E AS SHOWN HEREON. WHEN UNDER THE PROPOSED SEWER SLOPE EXCEEDS 1:1 THE CONTRACTOR MAY, AT ITS OPTION, PLACE A CIRCULAR CROSS SECTION WITH MINIMUM COVER EQUAL TO DIMENSION X" AS SHOWN ON SECTION A-A HEREON IN LIEU OF A SQUARE CROSS SECTION OF CONCRETE. CONCRETE BEDDING AND ENCASEMENT SHALL BE CLASS 250-C-14 (450-C- 2000) AND SHALL EXTEND TO THE FIRST PIPE JOINT AT LEAST 300 mm (1') BEYOND THE OD OF EACH SIDE OF THE PROPOSED CONDUIT. 6. FOR CASE R AND S, WHEN THE SLOPE OF THE PIPE EXCEEDS 1:1, THE CONTRACTOR MAY, AT ITS OPTION, CONSTRUCT A CHIMNEY CONFORMING TO SPPWC 220 ON THE NEW SEWER IN LIEU OF CONSTRUCTING THE ENCASEMENT SHOWN HEREON. 7. FOR CASES E AND F, SADDLES SHALL BE CONNECTED EITHER TO THE LENGTH OF PIPE CONTAINING THE EXISTING TEE OR WYE OR TO THE ADJACENT DOWNSTREAM PIPE LENGTH. g, CONDUITS TO BE INSTALLED OVER OR WITHIN 25 mm (1") OF ANY CONCRETE ENCASEMENT OR STRUCTURE, WHETHER EXISTING OR TO BE PLACED IN CONFORMITY WITH THE REQUIREMENTS HEREIN, SHALL BE INSTALLED ON A 25 mm (1' SAND CUSHION OR APPROVED EXPANSION JOINT MATERIAL. CONCRETE ENCASEMENT INSTALLED PURSUANT TO THIS STANDARD PLAN SHALL BE SEPARATED FROM EXISTING CONDUIT WITH 25 mm (1") THICK EXPANSION JOINT MATERIAL. 9. THOSE PORTIONS OF AN ABANDONED PIPE LOCATED BENEATH OR WITHIN 150 mm (6) OF A RELOCATED HOUSE CONNECTION SEWER SHALL BE REMOVED. THE EXCAVATION SHALL BE REFILLED TO THE GRADE OF THE NEW PIPE INVERT WITH CLASS 60-E-0.7 (100-E-100) CONCRETE. THE CONTRACTOR MAY, AT ITS OPTION, SLIASTITUTF MECHANICALLY COMPACTED BACKFILL IN LIEU OF THE CLASS 60-E-0.7 SHALL BEvSEALED. WHERE CAPS ARE USED, THEY SHALL BE SEALED BY FILLING THE SPACE ABOVE THE CAP WITH SAND AND A 25 mm (1") THICK COATING OF TYPE "F" MORTAR. 10. SUPPORT WALLS SHALL CONFORM TO SPPWC 224. 11. WHEN INDICATED ON THE PLANS OR THE SPECIAL PROVISIONS, A CLEANOUT SHALL BE CONSTRUCTED IN CONJUNCTION WITH CASE E AS FOLLOWS: A. SUBSTITUTE A "Y" FOR THE 45' BEND. B. PLACE A 45' BEND ON THE UPPER END OF THE "Y". C. CAP TOP OF 45' BEND WITH A CAP AND SEAL WITH 25 mm (1") THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCE OF THE CAP. CROSSING PIPE WALL (DIAMETER OF PIPE = D I) OPTIONAL SIDE OF BLANKET (TYP) CONCRETE BLANKET CLASS 265-C-14 (450-C-2000) CONCRETE (SEE NOTE 3) 42 1 (TYP) "--2 = Do/2 FOR D > 375 mm (1 UNDISTURBED EARTH (TYP) 150 mm = 300 /4 FOR D < 375 mm EXISTING PIPE III MIN OUTSIDE OF PIPE BELL CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REOUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE (OTTOM OF TI)HE CROSSING PIPE IS LESS THAN 450 mm (18"). 2. Y THE 90TTA150 F THE6C`RMOOSSINGHPPE ISE SSCLEARANCE Y. THVE CONCRETEPSHHALLHBEEXISTING PLACED BETWEEN THE 3. X e D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN TTHIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90' OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m (4') BEYOND THE TRENCH. 5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SHALL REFER TO THE BELL. INVERT SLAB OF ARCH OR BOX 150mrlh qi 150 m X50 mm (2") THICK STYROFOAM OR SECTION (CROSSING CONDUIT) OTHER APPROVED COMPRESSIBLE (6") (6") MATERIAL UNDISTURBED EARTH NO MINIMUM V ~I 1 1 i EXISTING PIPE OUTSIDE OF PIPE BELL COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES: 1. COMPRESSIBLE BLANKET IS REOUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18"). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRa~uLcAre° BY THE ~eU"`5 gTµ°"'"`. GREENS" COMUMEE I BLANKET PROTECTION FOR PIPES STANDARD PLAN METRIC 225-1 1984 REV 199E . L- USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 F L_j mm (/4 O - - - - - I I 100 mm (4") R ii FLOW LINE FACE DOWEL PLATE (TYP) SCORING . LINE CURB LINE 2 2 RA 11 OF(#4) I SID S I STEPS MANHOLE FRAME I I t AND COVER CATCH BASIN MANHOLE FRAME jE I sun rn%NR- I W w n r z O Q U J II ^ I I ` STEPS I At- a (TYP) DOWEL PLAN mm L E E mm MIN MAX FACE PLATE ASSEMBLY w tF L) m D m zzj U OPTIONAL SUBGRADE ITCONNECTOR PIPE OR MONOLITHIC CATCH BASIN q CONNECTION z w L o~ OC Z 'o a> O0 SECTION A-A Fz 00 200 mm 8" #13M M4 so• E n v DOWEL DETAIL 100 mm (4") R S TRUCTU RAL D ATA WALL AND SLA B DIMENS IONS AND REI NFORCEME NT REQUI REMENTS REINFORCEMENT MAX MAX t tF REQUIRED IN W V FRONT REAR BOTTOM END WALL WALL SLAB WALL 1.0 m (3.5' 2.4 m (8') 150 mm (6") 150 mm (6') 1.0 m (3.5' 3.5 m (12') 200 mm(8') 200 mm (8") N R R 0 E E 2.0 m (7') 1.8 m (6') 150 mm (6") 150 mm (6') I 0 2.0 m (7') 3.5 m (12') 200 mm (8') 200 mm (8") N U F 1 4.0 m (14') 1.2 m (4') 150 mm (6") 150 mm (6") R E 0 R R E 2.4 m (8') 150 mm (6") 200 mm (8") 1 C D 4.0 m (14') 3.5 m (12') 200 mm (8") 250 mm (10' N F E M 0 1.2 m (4') 150 mm (6') 150 mm (6') R E E m 1.8 m (6') 150 mm (6") 200 mm (8") C E T Q N N " 2.4 m (8) 200 mm (8' 200 mm (8 M E 3.0 m (10') 200 mm (8' 250 mm (10") E N R E W 3.5 m (12') 200 mm (8" 250 mm (10` D T W> FORF 9m(28'), V>3.5m(12 ')ORB>1.2 m(4')SEEPLANS S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN wta.uL04tEO BY THE P°~"~OOK COM~°s.».°., °REENBOd( COUMIT7EE METRIC CURB OPENING CATCH BASIN 300-2 1904 REV. 1992, 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 NOTES: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm (1") DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8%. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 970 mm (3'-2") V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m (4.5'). VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm (12"). VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PLANS. W = NOTED ON THE PLANS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. wuror r. r rn~urrTno 0100 is CL MANI AT A rr)PNFR THE rFNTFRI INF OF THE PIPE SHALL USED TOvJ01N THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70' OR GREATER THAN 110% OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm 12') APART. THE TOP STEP SHALL BE 175 mm (7") BELOW THE TOP OF THE MANHOLE AND PROJECT 65 mm (2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm (5"). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m (7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP CASE A GUTTER INT A/ I POINT r-~ A I WD I I I I POINT v POINT F A N K FLOW I OPEN POINT A POINT B POINT F----, I WD I CASE B POINT A/ F, 'POINT B POINT POINT E \G~~~y POINT F N L FLOW OPEN POINT A POINT B POINT C CURB OPENING CATCH BASIN PLAN B S POINT D T I/Q~ChT 17" POINT L CURB OPENING CATCH BASIN POINT POINT L 1 N _I FLOW - PROFILE PLAN ~ I N r FLOW - f- PROFILE Of E _ 0~ } Li (W') } Lu J I of J ¢ Y . + . 4 . SECTION A-A SECTION B-B SECTION C-C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC PROMULGATED BY THE PUBLIC "KS STANOAR°5INC. GREENBOOR COMMITTEE LOCAL DEPRESSIONS AT CATCH BASINS 313-2 198Ms REV. I 995. 2005 S?ANDARD SPECIFICATIONS FOR PUBLIC WORKS C ONSTRUCTION SHEET 1 O 4 1 1 1 1 CASE C POINT A _ POINT E POINT F N POINT G L PLAN D r - CASED r----------I CURB OPENING PLAN WD I CATCH BASIN POINT A POINT B POINT C S, POINT D _ POINT E GRATING MANHOLE L CtiT & DEBRIS J IN STREET q(( rG'ip~O SKIMMER E` POINT F STRAIGHT GRADE E POINT G N K I VALLEY ow. L N D GRATE OR MANHOLE OPEN POINT D PROFILE POINT A POINT B POINT C r r w Q J J >I > SECTION E-E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMARR CPLAN 313-2 LOCAL DEPRESSIONS AT CATCH BASINS C W D CURB-SIDE D CURB-OPENING GRATING CATCH BASIN w/ CATCH BASIN GRATING POINT B POINT D/ I POINT C m SECTION D-D 1 CURB OPENING CASE E I ~ CATCH BASIN r~C I I -PLAN POINT B POINT C POINT E LAC STRAIGHT GRADE VALLEY K K CASE F wo C PLAN CURB-SIDE CURB-OPENING STRAIGHT GRADE GRATING CATCH BASIN w/ STRAIGHT GRADE VALLEY CATCH BASIN GRATING -VALLEY POINT B POINT C POINT E POINT P POINT R K K CASE G STRAIGHT GRADE ----VALLEY r 7 1 WD I r-mm-.C CURB OPENING PLAN CATCH BASIN STRAIGHT GRADE VALLEY - _ _ _ POINT C' POINT B MANHOLE - - - - IN STREET POINT E 10-i- POINT P POINT S L-w-C K GRATING K do DEBRIS SKIMMER li__ POINT B (CASE F AND POINT B (CASE OPEN POINT C (CASE E AND G) POINT C (CASE PROFILE CASES E, F, G STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION LOCAL DEPRESSIONS AT CATCH BASINS 313-2 1 NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (1/2") RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN.) 3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H, H1, H2 AND H3 SHALL BE AS NOTED -ON THE PLANS. G = 600 mm (24") K = 1500 mm (5'-0") L = 1800 mm (6'-0") M = 1200 mm (4'-C") 1 C I I N = 1500 mm (5'-0") WD = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETRICPLAN 313-2 LOCAL DEPRESSIONS AT CATCH BASINS SHEET 4 OF 4 B EDGES TO BE ROUNDED TO 75 mm (3") R F J ' I R = I D OF SPUR t 150 mm (6") MIN I ALL STEEL REINF #13M I 0 100 mm (/4 0 4') OC H C r ~ ~C J I DETAIL "N" PLAN (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE 1 -(SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS AND COVER PER PER SPPWC 324 SPPWC 630 OMIT THIS STEP 610 mm IN PAVED STREETS - ~ 24 MANHOLE - SHAFT PER 225 mm (9`t " ) FOR SPPWC 324 400 mm (16 E E w wE PAVED STREETS, 3'-0") 650 mm (2'-2") I t 900 mm ( - STREETS FOR LIN S E D STREETS ' n V PAVE 1 5 125 mm x 50 mm (5"x2") PIPE SEAT E 0 75 mm 3 T 110 mm T_ 6' T ROUND EDGES OF INLETS -I! 25 mm 5' ROUND EDGES 15 mm ' INLET ELEVATION 1 2 APPLIES AT THIS POINT SECTION A-A STATION LINE 900 mm (3'-0") 200 mm (8") 450 mm (18") 75 mm (S) I x E. I I I II L I 100 mm 4' I L+2T-200 mm 8 100 I 200 mm (8' OPTIONAL BOTTOM GRF SEE SECTION B-B mm (8") TS, STREET GRADE X125 mm x 25 N 1 1 w p J m0 2 E _ 5 aw SECTION C-C TABLE OF VALUES FORM SEE NOTE 1 PAVED STREET UNPAVED STREET ECTION MAX MIN MAX MIN A-A 867 mm 2'-10 1 2" 1060 mm (Y-6- C-C 282 mm 11' 217 mm (8 1 2') 410 mm 16" 380 mm (15' STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRODUIS W Br THE MANHOLE PIPE TO PIPE (ONE OR BOTH PUBLIC WORKS STANDARDS INC. „"z MAIN LINE ID'S 825 mm (33m) OR SMALLER °"EE"B°°K Chu' E REV. I990 _ c rwTlnn c mR PuALIC WORKS C)NSTRUCT10r, _1 I NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6") FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C-C AND DETAIL "N". DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6") WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C-C TO 1060 mm (3'-6") OR LESS. 2. H (IN SECTION A-A AND B-B) SHALL NOT BE LESS THAN 1.2 m (4'-0"), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C-C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCA TION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8") FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0") AND 250 mm (10 ) FOR VALUES OF H OVER 2.4 m (8'-0"). 5. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8"). 10. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC MANHOLE PIPE TO 321-1 h MAIN L r)" q R9 ( INE l - 5 mm SHEET 2 OF 3 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (33") INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS LESS THANO 9002 mm (306") APPLICABLE DIAMETER. CONDUT ) IS SPPWC 320 825 mm THE MAIN (L NE OR B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8") THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 150 mm (6"). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 m (36") WITHOUT REDUCER 630 610 mm (24") MANHOLE 633 914 mm (36") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 321-1 LINE J mm N E E SPUR REINFORCING STEEL SPRING LINE- .11 I of I ~1 I I I - I ----i / f--- T I I I I ~ ~ IROUND (EDGE TO 75 mm j(3*) R I i I I o I I I I E to STATION POIN' r Ln CONNECTOR PI I I II MITI SEE NOTE 3 80 I a I ~ (3) MIN I STATION POINT LATERAL SEE NOTE 3 PLAN ~ItOM O 450 mm [13 OR #4 O 18") 0C TIE BAR G BARS ~t13M O 150 mm (#4 O 6OC I- \ E 1130mm-2 m S E BARS 1 EL i S-~ ! O I - -I- SECTION Z-Z F BARS 016M (6C5) O 75 mm (3) CONCRETE CRADLE, 265-C-14 (450-C-2000), SEE NOTE 9 C LATERAL/ CONNECTOR PIPE - IOM O 450 mm 3 OR t4 O 18") C TIE BARS -E AND F BARS 16M O 75 mm /5 O 3") OC, SEE NOTE 8 TABLE OF VALUES FOR T B I T STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ~°,°~~°YTME JUNCTION STRUC ►U°UC "Ks TURE-PIPE TO PIPE STAl10ARDS N1C. `~'""M INLET ID D 600 mm 24 OR OD > 1/2 MAIN LINE .11. 19". is" I.,c cna puRi iC wORKS CONSTRUCTION BARS BARS SECTION M-M 1 NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1 /2 THE INSIDE DIAMETER D OF THE MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (24"). B SHALL NOT EXCEED 0.75 D OR 975 mm (39"). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTERLINE. 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45% B IS LESS THAN OR EQUAL TO 600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615, GRADE 40), AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6"). 11. FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF THE SPUR. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC STRUQTURE-PIPE TO PIPE 331-2 INLET I D 600 mm 24" OR OD > 1 2 MAIN LINE ID SHEET OF 2 #16M #16M O 150 mm (#5 O 6") OC N16M (#5 MAIN LINE RCB < A (USE SPPWC 333 IF A IS LESS THAN 45') C I E I E I E P` - I ^ ~ I i I o o M~ S - i P ~p 1 i' ~ I - 1 I ~ E \ / E E T E I I aN I o~ I ~A I nn I #16M (N5) 15M O 100 mm (#5 O 4") OC 15M (1p5)~ CONC PIPE, 15M 5 RCP OR CSP 161W O 150 mm 5 0 oc x 610 mm (24`) LONG E -E o• RC BEAM SUPPORT t 16M O 100 mm 0 mm O 4") OC ( 41 1/2 ) 450 mm (18") MIN UNDISTURBED EARTH - UNCOMPACTED BACKFILL 1.0 r (3'-0 CASE 1 MAX BEAM SUPPORT D = 750 mm (30") MAX PLAN BURN OR CUT PIPE TO SURFACE Es a OF CONCRETE. ROUND EDGES OF E -Z CONC, PIPE OR RCP 00 N W #16M O 100 mm (/5 O 4") In LE #16M (115) 0 o 1 CONC PIPE. RCP OR CSP M16M (5) - BEDDING FOR mm (12") 0 INLET PIPE O 100 mm 6MI E1 c • COLUMN SUPPORT - BACKFILL WITH 265-C-14 (450- C-2000) CONCRETE; 1.0 m OR COMPACT SOIL TO 16M O 100 mm (3._0") RELATIVE DENSITY 5 O 4") OC REQUIRED BY E A-A SECTION CASE 2 SPECIFICATIONS COLUMN SUPPORT D - 750 mm (30") MAX (3" I 00 MINIMUM BEARING SURFACE - OD/2 E I MINIMUM BEARING o ' E SURFACE = 00/2 , • #16M O 150 mm °a OD+150 mm 6" (y5 O 6") OC OD SECTION C-C SECTION B-B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE METRIC JUNCTION STRUCTURE -PIPE TO RCB STANDARD PLAT PUBUC WORKS STANDARDS COMMIT I INC. 334-1 ~~"B° O INLET ID 750 mm 30 REV. II" USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 3 8 BARS - #19M O 100 mm (#6 O 4") OC, LENGTH - D+1.0 m (3'-0") PLACED UNDER CUT BARS AND ON TOP OF UNCUT BARS. OMIT BARS THAT FALL OVER SIDEWALLS. CONC PIPE OR RCP E / o o / / - D o f B BARS s° ---o 8 B AI CASE 3 TOP SLAB ENTRANCE D a 750 mm (30") MAX 8 B ARS BARS 50 mm (2") AR OF OPENING I5 A CLE 1 FOR OUTLET SEE STANDARD CATCH BASIN PLANS CATCH BASIN FLOOR 265-C-14 (450- C-2000) CONCRETE EN- 4;." CASEMENT WHEN MORE PTHAN ONE SE EIS USEDCTION OF D BOX NOTE: WHEN CATCH BASIN FALLS ON TOP OF 80X, THE OPENING MAY BE FORMED THROUGH FLOOR OF CATCH BASIN AND TOP SLAB OF BOX. SECTION D-D NOTES 1. USE JUNCTION STRUCTURE PER SPPWC 333 INSTEAD OF THIS JUNCTION STRUCTURE UNDER ANY ONE OF THE FOLLOWING CONDITIONS: a. DIAMETER OF INLET PIPE EXCEEDS 750 mm (30"). b, TOP OF PIPE IS LESS THAN 300 mm (12") BELOW SOFFIT OF BOX. c. FLOW LINE OF PIPE IS LESS THAN 225 mm (13") ABOVE FLOOR OF THE BOX AT INSIDE FACE. d. ANGLE A IS LESS THAN 45'. 2. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 3. ELEVATION S SHALL BE SPECIFIED ON PLANS ONLY IF THE TOP OF PIPE IS MORE THAN 300 mm (12") BELOW SOFFIT OF BOX. 4. LATERALS OR CONNECTOR PIPES 600 mm (24") OR LESS IN DIAMETER SHALL BE NOT MORE THAN 1.5 m (5') ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 675 mm (27") OR LARGER IN DIAMETER SHALL BE NOT MORE THAN 450 mm (18") ABOVE THE INVERT, WITH THE BASIN EXCEPTION THAT CATCH E INVERT. (50') LENGTH SHALL BE NOT MORECTOHANC1.5Rm PIPES (5) ABOVE THAN STANDARD PLANS FOR PJB~!!C WORKS CONSTRUCTION 7- -n I Q P- PIPF 10 334-1 #13M 0 300 mm (#4 0 12") L/2 (TYP) 330-C-23 (560-C-3250) CONCRETE 25 mm (1") (TYP) I I I I I / I ~ i / ' l FLOW ~O I l / I 13M 0 300 {14 0 12") F~ CIRCULAR TIES, 150 mm 6" MIN CUT M*N NO. 2 LINE UT 0. 2 NE 150 m CUT NO. 6" MIN 3.14 (DAD) DETAIL „A„ (SEE NOTE 10) SONO-TUBE, OR EQUAL, INTERIOR FORM CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. 3 CUT.1NO. 2: 4 (Do -D D WIDE OTUBE LONITUDINALLY N THE SIDE OPPOSITE REMOVING THE OPEN A JOINT!P BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. D L T 300 mm (12') 300 mm (12") 100 mm (4") 450 mm (18`) 600 mm (24`) 300 mm (12") 300 mm (12") 125 mm (5") 150 mm (6") 750 mm (30") 450 mm (18") 175 mm (7") 900 mm (36" 450 mm (18") 225 mm (9") ' 1050 mm (42' 1200 mm (48" 1450 mm (18") mmmM(18*) 225 mm (9") 50 mm (10" 1425 mm (57' 50 mm (10` 1500 mm ( 60 1650 mm (66" M 75 mm (11") 275 mm (11") 1800 mm (72" 300 mm (12" DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED BY THE CONCRETE COLLAR FOR RCP METRIC PUBLIC WORKS STANDARDS ROS INC. `°"m'TTU 00 mm 12 THROUGH 1800 mm (720' 380- 3 99z REV. 7096. 1907, 1099 r„ ~.r.aneon eOC!`~G~f'ATIANC nR PU LI WORKS ON T UCT10N SHEET 1 F OF PIPE NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10%. 2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm 1") BUT IS LESS THAN 75 mm (3") A CONCRETE COVER IS REQUIRE IN ACCORDANCE WITH SSPWC 306-1.2.4. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3") BUT LESS THAN 150 mm (6") A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (6") OR GREATER, A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE. D=Di OR D2. WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND WHEN Di IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300 (40). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21" AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTS ENDS IS 75 mm (3") OR LARGER. CIRCULAR TIES: PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm 21" OR LESS 3 600 mm (24" ) TO 750 mm 30") 3 825 mm 33" TO 1425 mm 57" 4 1500 mm (60" ) TO 1800 mm 72" 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3") THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6") O.C. 10. WHERE THE PIPE IS 525 mm (21'~ OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO-TU E R EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24' OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THEE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC 380-3 300 mm 12 THROUGH 1800 mm 72" SHEET 2 OF 2 SPC06-57 APPENDIX II DEMO FORMS I CITY OF ROSEMEAD POLICY FOR THE REDUCTION AND RECYCLING OF CONSTRUCTION AND DEMOLITION WASTE 1. General Background The State of California has responded to the pressing need to divert materials from landfills in order to preserve decreasing landfill capacity and diminishing natural resources. As a result, the California Integrated Waste Management Act (CIWMA) (Assembly Bill 939) was passed in 1989. The bill mandates that by January 1, 1995, each California city and county must divert 25 percent of all solid waste from landfill or transformation facilities through source reduction, recycling, and composting activities. By January 1, 2000, the required waste diversion is 50 percent. The City of Rosemead is committed to achieve and maintain the State mandated 50 percent diversion goal beyond the year 2000. To ensure that solid waste generated in the City of Rosemead is reduced, reused, or recycled, projects greater than or equal to $100,000 in value or greater than or equal to 1,000 square feet in size involving construction, remodeling or demolition, must submit a "Construction and Demolition Waste Reduction and Recycling Report Form" to obtain final building permit approval. II. Covered and Non-Covered Projects a. Covered Projects - All construction, demolition, and renovation projects within the City that is greater than 1,000 square feet or where the total costs of which are, or are projected to be, greater than or equal to $100,000 ("Covered Projects") shall comply with this Article. b. Non-covered Projects - Applicants for construction, demolition, and renovation projects within the City whose total costs are less than $100,000 or less than 1,000 square feet in size. "Non-covered Projects" shall be encouraged to divert at least 50 percent of all project-related construction and demolition debris. C. Compliance as a Condition of Approval - Compliance with the provisions of this Article shall be listed as a condition of approval on any building or demolition permit issued for a Covered Project. III. Infeasibility Exemption a. Application - If an Applicant for a Covered Project experiences unique circumstances that the Applicant believes make it infeasible to comply with the Diversion Requirement, the Applicant may apply for an exemption at the time that he or she obtains a building permit. b. The Public Works Department shall review the information supplied by the Applicant and may meet with the Applicant to discuss possible ways of meeting the Diversion Requirement. Based on the information supplied by the Applicant, the Public Works Department shall determine whether it is possible for the Applicant to meet the Diversion Requirement. SPC06-57 APPENDIX 11 - 1 C. If the Public Works Department determines that it is infeasible for the Applicant to meet the Diversion Requirement due to unique circumstances, he or she shall determine the maximum feasible diversion rate for each material and shall indicate this rate on the Construction and Demolition Waste Reduction and Recycling Plan submitted by the Applicant. The Public Works Department shall return a copy of the Construction and Demolition Waste Reduction and Recycling Plan to the Applicant marked "Approved or Infeasible Exemption" and shall notify the permit issuing entity that the Construction and Demolition Waste Reduction and Recycling Plan has been approved. d. Denial of Exemption - If the Public Works Department determines that it is possible for the Applicant to meet the Diversion Requirement, he or she shall so inform the Applicant in writing. The Applicant shall have 30 days to resubmit a Construction and Demolition Waste Reduction and Recycling Plan. If the Applicant fails to resubmit the Construction and Demolition Waste Reduction and Recycling Plan, or if the resubmitted Construction and Demolition Waste Reduction and Recycling Plan does not comply with the requirements of the plan, the Public Works Department shall deny the Construction and Demolition Waste Reduction and Recycling Plan. IV. Diversion Measurement The methodology used to calculate diversion is based on the Title 14, California Code of Regulations, Article 6.1, Solid Waste Generation Study, Section 18722 et seq., and is consistent with CIWMA measurement protocols. The following equation defines the "Generation-Based Diversion Quantification Methodology": Generation = Disposal + Diversion Diversion Rate = Diversion Tons Generation Tons V. Instructions Complete the next four pages: • Construction and Demolition Waste Recycling and Disposal Report Form • Part I - Demolition Materials • Part II - Construction Materials • Disposal Facilities and Recycling Facilities Print and sign your name. If you have any questions, please contract Mr. Phil Perkins, City of Rosemead Environmental Consultant, at (626) 791-7304 (office) or (626) 827-0288 (cell). SPC06-57 APPENDIX 11 - 2 Construction and Demolition Waste Recycling and Disposal Report Form Owner Name: Property Date: Owner Telephone: Contractor Contractor Contact: Contractor Telephone: Description of Approximate Dollar Value of Construction / Demolition: Approximate Square Footage of Project: Name of Hauler(s): Telephone: Please check waste reduction activities that were used/practiced at this project site: Use of Prefabricated Components Reduced Packaging Reuse of Materials Onsite Other (describe) Accurate Material Estimate Conversion Factors for Selected Loose Materials Concrete 2370 Ibs/cu yd 1.18 tons/cu yd 0.84 cu yds/ton Asphalt 1940 Ibs/cu yd 0.97 tons/cu yd 1.03 cu yds/ton Brick 2430 Ibs/cu yd 1.21 tons/cu yd 0.82 cu yds/ton Dirt 2660 Ibs/cu yd 1.33 tons/cu yd 0.75 cu yds/ton Wood 400 Ibs/cu yd 0.20 tons/cu yd 5.00 cu yds/ton Gypsum wallboard 500 Ibs/cu yd 0.25 tons/cu yd 4.00 cu yds/ton Cardboard 50 Ibs/cu yd 0.025 tons/cu yd 40.0 cu yds/ton SPC06-57 APPENDIX 11 - 3 Construction and Demolition Waste Material Disposition Summary Fill out the tables below. Use the units of measurement listed under Material Type. Use the conversion factors provided on the previous page. If a different conversion number is used, please provide. If tonnage information is not available, estimates can be provided in "cubic yards." Part I. DEMOLITION MATERIALS tons or cubic yards) How Material Disposed in Taken to Other Reduced, Diverted? (e.g., reused Type Class III Inert Fills Disposal Recycled or as (A) Landfill (Describe) Salvaged aggregate, etc. Concrete (tons) Asphalt (tons) Dirt (cubic yards) Wood (tons) Metals (tons) Mixed Waste (cubic yards) Other (describe) Total Tons A= B= C= D= For City Use Only: Diversion Rate: D / (A+B+C+D) _ SPC06-57 APPENDIX 11 - 4 Part II. CONSTRUCTION MATERIALS tons or cubic yards) How Material T Disposed in Taken to Other Reduced, Recycled or Diverted? (e.g., reused ype Landfills Inert Fills (describe) Salvaged as aggregate, etc. Concrete (tons) Asphalt (tons) Dirt (cubic yards) Wood (tons) Metals (tons) Mixed Waste (cubic yards) Other (describe) Total Tons or Cubic A= B= C= D= Yards ' For City Use Only Diversion Rate: D / (A+B+C+D) _ SPC06-57 APPENDIX II - 5 I. Disposal Facilities Please name the facilities (e.g., landfill or inert facility name) materials are taken to: 1 Facility Name Total Tons or Cubic Yards Facility Name Total Tons or Cubic Yards Facility Name Total Tons or Cubic Yards II. Recycling Facilities Please name the recycling facilities or recycler (materials given or sold to): Recycler / Recycling Facility Name Total Tons or Cubic Yards Recycler / Recycling Facility Name Total Tons or Cubic Yards Recycler / Recycling Facility Name Total Tons or Cubic Yards To the best of my knowledge, the above estimate and attached weigh ticket documentation are an accurate representation of the disposition of the construction and demolition materials generated on-site at the construction job. I understand that the City may audit disposal and recycling documentation related to this survey. Print Name Signature Date Final Review Approval Phil Perkins, Environmental Consultant Date SPC06-57 APPENDIX 11 - 6 APPENDIX III PUBLIC IMPROVEMENT PROJECT SIGN t SPC06-56 PROJECT SIGN BOLTED TO FRAME z" X 5' r / 16" MAX. / / / / / 1/4* BY 5" CARRIAGE BOLTS (TYP., 5 REQ'D) r i / / / / 4' -0" 0 r X 4" SEE PROJECT SIGN DETAIL - FOR TEXT CONTENT 1 1 ' X 4" X 4" 8'X 2" X 6 PUBLIC IMPROVEMENT SIGN MOUNTING FRAME NO SCALE Q J J Q CD V) Q LLJ Q W U W CL Z I- LL ~ Q W M Z LLJ _ ~ m -0 W U ~ Z Z: a CD ~ E -0 CL) p a = Q ~ > O o v C7 W E L m 0 n Z - U c W :2 r, Lo ui a c w :ii 0 Z w w Zp J N ~ ~ W w m 0 ~ CD w w w ~ J Q Z Z cr Z - W O u u W U qt _ Z Lo In Lf) U') s in = Lr) ° u7 = in - u7 = Lr)= Lr) = U-) N N C4 N d 44 Q J O Z - 5 I I I I I I I I I I I I I I I I I I I