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1980-1001_MILES/ KELLLEY CONSTRUUCTION_Contract2'131 RECORDED AT THE REQUEST OF AND RETURN TO: BK 13787PO 1302 RECORDING FEES EXEMPT DUE TO GOVERNMENT CODE SECTION 6103 City of San Juan Capistrano DIC, Office of the City Clerk12 fdI/i`t� 32400 Paseo Adelanto Mary AnovCYr, City Clerk San Juan Capistrano, CA 92675 City o San Juan Capistrano, CA NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the contract heretofore awarded by the City Council of the City of San Juan Capistrano, California, to Miles and Kelley Construction Company, 1292 Cameo Drive, Tustin, California, 92680, who was the company thereon for doing the following work, to wit: HARRISON FARMHOUSE REHABILITATION That said work was completed by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano, at a regular meeting thereof held on the 1st day of October 1980 , by Resolution No. 80-10-1-8 That upon said contract The Ohio Casualty Insurance Company was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 2nd day of October , 19 80. Mary MVHanover, City Clerk of the City of San Juan Capistrano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, the duly appointed and qualified City Clerk of the City Council of the City of San Juan Capistrano, California, do hereby certify under penalty of perjury that the foregoing NOTICE OF COMPLETION is true and correct, and that said NOTICE OF COMPLETION was duly and regularly ordered to be recorded in the Office of the Orange County Recorder by said City Council. Dated at San Juan Capistrano this 2nd day of October 1980 (SEAL) Mary Ann Aover, City Clerk of San Juan Capistrano jojuwoy Aunco VDNVW V 331 oat Sl L90 Wd S {^Old Sf, mijai m 'A1Nlo3-astmlo jo samo9H iv owo NI 03awom HECE►VED OCT 3o f r I'm { { OF CITY COPY COUTUE1 This contract is made.and entered into by and between the CITY OF SAN JUAN CAPISTPANO , hereinafter referred to as City and MILES AND KELLY CONSTRUCTION COMPANY hereinafter referred to as CONTRACTOR. IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instruction to Bidders, the Proposal, the Bid Bond, the Non -Collusion Affidavit, the Designation of Sub-Ccntractors, the Contract which is prepared for execution by the City and the Contractor, plans, specifications and special provisions, contract bonds, resolutions adopted by the City Council pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of REHABILITATION OF HARRISON FARMHOUSE in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. City agrees to pay . and CCNT .CTCG agrccz to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COYIMENCEMFNT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impracticable and extremely difficult to fix the actual amount of damages, and loss sustained by -15- CITY, should CONTRACTOR fail to complete the work in the specified, time, ther(:�`ore, CONTRACTOR shall pay CITY, as liquidated damages, not in the•.: `ure of a penalty, One Hundred Dollars ($100) a day for each day delay provided that e:-;te-nsions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND rQATERIAL BOND. Contractor agrees to furnish bonds guaranteeing the perfor-mance of this contract and guaranteeing pavment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by CITY. The Performance Bond shall be for an amount of One Hundred Percent (100€) of the amount of this contract and shall be con- ditioned on full and, complete performance of the contract, guaranteeing the work acainst faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bend shall be for an amount of One Hundred Percent (1000 of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this Contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the pre- vailing rate of Per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB -CONTRACTOR under him, shall pay not less than the foregoing spc,-:ifird pre- vailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR agrees to carry Public Liability, P=operty Damage, and Workmen's Compensation insurance in amounts as required by the Specifications. -16- EIGHTH! COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CON':RACTOR shall, as a penalty to CITY, forfeit twenty-five dollars ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB -CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions .of Article Three, Chapter One, Part Seven, Division 2 of the California Labor Code, except as permitted by law. IN•WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to Council action, and by CONTRACTOR on the date set before the name of each. DATED: MARCH 5, 1980 DATED: . Nur eh 0`1, /f" APPROVED AS TOp FOMI: J49ts S. Okazaki, Ci Attorney CITY OF SAN JUAN CAPISTP.ANO KENNETH E. FRIESS, 1MAYOR CITY CLERK i MILES & KELLY CONSTRUCTION COMPANY _ CONTRACTOR BY -17- E �1 10. RESOLUTION, NOTICE OF COMPLETION AND FINAL REPORT - HARRISON FARMHOUSE REHABILITATION v(23) Written Communications: (38) Report dated October 1, 1980, from Pamela Hallan, advising that work for the rehabilitation of the Harrison Farmhouse has been completed by Miles and Kelley. The payment status is as follows: Total Project Cost $89,699.00 Less 108 Retention 8,969.90 Less Previous Payments 72,751.50 Total Due $ 7,977,60 MAcceptance of Work: llowing Resolution was adopted: RESOLUTION NO. 8 COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE HARRISON FARMHOUSE REHABILITATION The Resolution accepts the work and directs the City Clerk to forward the Notice of Completion to the County Recorder within 10 days; payment was authorized to Miles and Kelley in the amount of $7,977.60; payment of the 108 retention was authorized 35 days after recordation of the Notice of Completion. 10/(/o AGENDA ITEM TO: James S. Mocalis, City Manager October 1, 1980 FROM: Pamela Hallan, Administrative Assistant SUBJECT: Resolution, Notice of Completion and Final Report- Harrision Farmhouse Rehabilitation. SITUATION: The Harrison Farmhouse project has been completed in accordance with the terms and conditions of the contract. This capital pro- ject was constructed with funds encumbered from the 1979-80 budget; it is now ready for acceptance by the City Council and recordation with the County. FINANCIAL CONSIDERATION: The current payment status is: Total Project Cost 89,699.00 Less 10% retention 8,969.90 Total due to date 80,729.10 Previous program payments 72,751.50 Amount due 7,977.60 This project had$44,000 budgeted for fiscal year 1979-80 and was recipient of a $44,000 matching grant from the Historic Preservation Act and a $10,000 Revenue Sharing Grant from the County of Orange. Grant payments have been requested but only the $10,000 County grant has been received. The project was approved for $76,520 at the Council meeting of March 14, 1980. Change orders adding $13,179 to the contract have been approved throughout the contract period. ALTERNATIVE ACTIONS: 1. Accept the project as complete. 2. Do not accept the project as complete. 3. Request further information. RECOMMENDATION: By resolution, determine that the work has been completed and declare the work to be accepted. Direct that within ten (10) days from the date of acceptance a Notice of Completion be filed with the Orange County Records. The total amount of work performed under the contract is $89,699. Direct staff to release the 10 percent retention thrity- five (35) days after recordation of the Notice of Completion. Respectfully submitted, CITY COUNCIL AGENDA Pamela Hallan 0 0 RESOLUTION NO. 80-10-1-8 COMPLETION OF THE HARRISON FARMHOUSE REHABILITATION A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE HARRISON FARMHOUSE REHABILITATION WHEREAS, on the 5th day of March, 1980, the City of San Juan Capistrano entered into a contract with Miles and Kelley Construction Company for the Harrison Farmhouse Rehabilitation; and, WHEREAS, the Director of Public Works has evaluated the final quantities and cost figures and recommends approval. NOW, THEREFORE, the City Council of the City of San Juan Capistrano does resolve as follows: SECTION 1. That the work required to be performed by said contractor has been completed. SECTION 2. That the total cost of said work is in the amount of 8 ,699.00. SECTION 3. That the work is hereby accepted and approved. SECTION 9. It is further ordered that a "Notice of Completion b'� e recorded, on behalf of the City, in the office of the County Recorder of the County of Orange within ten (10) days of the date of this Resolution. PASSED, APPROVED AND ADOPTED this 1st day of October 1 1980, by the following vote, to wit: AYES: Councilmen Friess, Schwartze, Bland, Buchheim and Mayor Hausdorfer NOES: None ABSENT: None ATTEST: CITY CL STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 80-10-1-8 , adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 1st day of October 1980 . (SEAL) x fLlL� %'ugh MARY ANN rOVER, CITY CLERK -1- ✓ 0 6 5. APPROVAL OF CHANGE ORDER NO. 6, EXTENSION OF TIME - HARRISO5 nA.ZINHOUSE (MILES AND KELLEY) (23) Change Order No. 6, a 15 -day time extension to September 15th (38) was approved for the Harrison Farmhouse project, due to delays in providing electrical service, as set forth in the report dated September 3, 1980, from Pamela Hallan, Administrative Assistant. q �3/Sb AGENDA ITEM September 3, 1980 TO: James S. Mocalis, City Manager FROM: Pamela Hallan, Administrative Assistant SUBJECT: Approval of Change Order #6 - Extension of Time, Harrison House SITUATION: The contractor for the Harrison House (Miles & Kelley) is requesting an extension of time to complete the Harrison House restoration. The building is finished; however, problems caused by San Diego Gas & Electric are prolonging the formal completion of the project. The extension requested is 15 days, or September 15th. Officials for the Electric Company have assured staff that they will have a transformer installed within this time period so that electrical service can be provided to the building and the contractor can complete his site work. FINANCIAL CONSIDERATIONS: None ALTERNATE ACTIONS: 1. Approve an extension of time for the Harrison House, moving the completion date from September 1 to September 15. 2. Deny the request. RECOMMENDATION: By motion, approve the extension of time for the Harrison House, moving the completion date from September 1 to September 15. Respectfully submitted, Pamela Hallan PMH: ch FOR CITY COUNCIL AGENDA .. _ -j��-- S APPROVAL OF CHANGE ORDER NO. 5, 'EXTENSION OF TIME HARRISON FARMHOUSE (MILES AND KELLEY) V(23) Change Order No. 5, a 17 -day time extension to September 1st (38) was approved for the Harrison Farmhouse project to complete provision of electrical service to the building, as set forth in the report dated August 6, 1980, from Pamela Hallan, Administrative Assistant. T �� 0 0 AGENDA ITEM August 6, 1980 TO: James S. Mocalis, City Manager FROM: Pamela Hallan, Administrative Assistant SUBJECT: Approval of Change Order #5 - Extension of Time - Harrison Farm House (Ortega Highway) SITUATION: The contractors for the Harrison Farm House project are requesting an additional time extension of 17 days to complete the provision of electrical service to the building. San Diego Gas and Electric officials are researching whether or not a transformer can be placed in State Highway right-of- way. FINANCIAL CONSIDERATIONS: None ALTERNATE ACTIONS: 1. Approve change order #5 for the Harrison Farm House project extending the contract to September 1st. 2. Request further information. 3. Deny the request. RECOMMENDATION: By motion, approve change order #5 for the Harrison Farm House project extending the contract to September 1, 1980. Respectfully submitted, 94r�� sz. 41�� Pamela Hallan PMH: ch FOR CITY COUNCIL AGENDA .... . CONTRACT CHANCE ORDER • ' Change 1Order No. 5 - Daee Project No. 06-10746 Location _ Harrison Farm House San Juan Capistrano, CA Ecc inning Contract Date 3/14/80 Contract Amount $ 76,520.00 Previous Change Orders $ 11,7 10.00 This Change Order $ —0— Adjusted Contract $ 88,310.00 Item No.Description _ of Changes Decrease In Contract Price Increase In Contract Price 1 Time Extension - 30 days Change In Contract Price Due to This Change Order Net Change In Contract Price $ -0- $ -0- $ -0- $ —0— TIME SCHEDULE: Total Contract Days 120 Amount Prior C.O.(s) 30 Amount this C.U. 17 Adjusted Contract Days 167 New Date of Completion _9/1/80 ACCEPTA14CE: DATE: Accepted by: Recommended c� 1_7,�8-8 C' Approved by: J. J� - ,' -2" zS —&) 1] 0 6. APPROVAL OF CHANGE. ORDER NO. 4, EXTENSIO14 OF TIME - H_AR_RISON HOU SE R_1,NONA_T_I_ON Di 1 LF.S AICD !:LTEY) ✓(23) As set forth in the report dated July 2, 1980, from the (38) Director of Public Works, Change Order No. 4, a 30 -day time extension to August 14, 1980, was approved due to the need for additional site work. 7�- r AGENDA ITEM July 2, 1980 0 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Request for Extension of Time, Change Order No. 4 - Harrison House Renovation (Miles & Kelley Construction Company) SITUATION Miles & Kelley Construction Company, contractors for the Harrison House, are requesting a time extension of thirty (30) days to complete the project. The delay is caused by the need for addi- tional site work. FINANCIAL CONSIDERATION None. ALTERNATE ACTIONS 1. Approve the Change Order and extend the contract to August 14, 1980. 2. Deny the request. RECOMMENDATION By motion, approve the Change Order and extend the contract to August 14, 1980. Respectfully submitted, \04 . [%�. r� W. D. Murph r WDM:PH/pjs Enclosure FOR CITY COUNGIL AGENDA .. .... tem No. 1 on Decrease In Increase In Changes Contract Price Contract Price Time Extension - 30 days Change In Contract Price Due to This Change Order Net Change In Contract Price TIME SCHEDULE: Total Contract Days _ Amount Prior C.O.(s) _ Amount This C.O. _ Adjusted Contract Days New Date of Completion $ -0- $ -0- $ -0- $ -0- ACCEPTANCE: � DATE: 120 Accepted by -0- 30 Recommended by: �� n� h__gp 150 8/14/80 Approved by: CONTRACT CHANGE OROtR Ch nge Order No. 4 Beginning Conti -ac Conti -act 3/14/80. Date 6/24/80 Contract Amount $ 76,520.00 Project No. 06-10746 Previous Change Orders $ 11.' 790. 00 Location Harrison Farm House This Change Order $ -0- ° San Juan Capistrano, CA. Adjusted Contract $ 88,310.00 tem No. 1 on Decrease In Increase In Changes Contract Price Contract Price Time Extension - 30 days Change In Contract Price Due to This Change Order Net Change In Contract Price TIME SCHEDULE: Total Contract Days _ Amount Prior C.O.(s) _ Amount This C.O. _ Adjusted Contract Days New Date of Completion $ -0- $ -0- $ -0- $ -0- ACCEPTANCE: � DATE: 120 Accepted by -0- 30 Recommended by: �� n� h__gp 150 8/14/80 Approved by: STATE OF CALIFORNIA -TME RESOURCES AGENCY EDMUND G. BROWN 1R., DEPARTMENT OF PARKS AND RECREATION RECEIVED P.O. BOX 2990 SACRAMENTO 93811 2 54PM 180 co, (916) 445-8006 i11 CITY OF SAN' JUAN 51�4PII0 CAPISTRA?JG G�rt�r .v 3,2 d0 �_ A4--W-- Dear 4--W- Dear Grant Recipient: ed is one Project No. .� bid according y executed copy of the Project Agreement for You may now begin work on the project or go procedures. In order to successfully complete your project, it is necessary to keep a daily work log and photographic record. This will aid you in preparing the required Completion Report. The format of the Completion Report is described in detail in the Grants -in -Aid Procedural Guide, /9t►, The 1$75 edition of the Fiscal Guide provides information regarding financial questions such as reimbursements. You should also consult your Affirmative Action Procedural Guide regarding those requirements. At this time, you should install the required project sign at the project site. If you have any questions, please contact the Grants Unit of the Office of Historic Preservation at the above telephone number. Sincerely yours, Grants Coordinator Office of Historic Preservation Enclosure F -5569C PERM 0 4 0 STATE OF CA1.1 ] Mi NIA Department of Par} -,s nn] Recroation PROJECT AGRI:1:":HNT--LOCAL PARTICIPANT[ Historic Preservation Grants -]n -Aid Funds Project Title Harrison House Participant City of San Juan Capistrano Y Proicct No. 06,10746 Project Period 9/1/79-4/15/$1 _ Period Covered by Apreement 10 years Project Scope: Rehabilitation, which includes the following: Architectural plans, specifications, and supervision Demolition Structural reinforcement Exterior siding/trim repair, painting New roof Doors, windows, new stairs & handicap ramp Interior finishes Electrical,.plumbing, heating . Stap.a Covered by This Agreement Project Cost: Total liatimated Direct Project Cost (as shown in Project Proposal) 4 88,000.00 Total Project Costs Eligible for Federal Funding $ 88,000.00 _ (21 Fcnlcral Participation --50$ of line (2) or 50% of actual costs, whichever is the lesser $ 44,000.00 3 The attached contract terms consisting of 1(— pages are made a part of :nul incorporated into this Agreement. of San Juan _C_apistrano_ APPLICAU le Titl City Manager STATE DEPARTPD:W OF PARKS AND RECREATION to February 20, 1980 By JAL ZUO�� By Date Title UPR 139A (11/77) 1). It 9 CONTRACT NUMBER DPR 526 (6/73) State of California — The Resources Agency DEPARTMENT OF PARKS AND RECREATION CERTIFICATION OF FUNDING FUND INIII+IIIIIIIIII1 FOFTHISESTIMATE APPROPRIATION `tow.60 IMBE RED BALANCE ITEM CHAPTER STATUTES FISCAL ENCUM- ` $ 1 36-79 POM 80 s I Hereby Certify upon my own personal knowledge that budgeted funds T.B.A. NUMBER B.R. NUMBER are available for this encumbrance. SIGNATU! E&PF ACCOU 4i POFF Date 3- 6sCi 1 ,I CONTRACT TERMS 2 The State Historic Preservation Officer for the Historic Preservation 4 i', Grants -in -Aid Fund and the Participant mutually agree to perform this 5 i agreement in accordance with the National Historic Preservation Act of 1966. 6 �j 7 i The State of California hereby promises, in consideration of the 8 ! � promises made by the Participant herein, to accept appropriated Federal Funds 9 i for the purposes of the Project and disburse the same to reimburse the 10 Participant. The maximum amount of the reimbursement is the amount of 11 i "Federal Grant Funds" stated in the Project Cost section on page one of this 12 agreement. Reimbursement will be made only for actual cash expenditures. 13 Donated goods or services may be used only to meet the Participant's matching 14 ,1 contribution requirement, and will not qualify as an actual cash expenditure. I 15 It is understood by the parties hereto that this agreement shall not obligate 16 State of California funds for the Project costs described herein. The 17 Participant hereby promises, in consideration of the promises made by the 18 State Historic Preservation Officer herein, to execute the Project described 19 herein, in accordance with the terms of this agreement. Any disbursement 20 hereunder shall not be made unless and until funds therefore are received by i 1 21 I the State Historic Preservation Officer from the Heritage Conservation and 22 Recreation Service. 23 24 The following special Project terms and conditions were added to this 25 agreement before it was signed by the parties hereto and any deviations from 26 i or changes in the Project shall be accomplished only through written consent 27 of the parties concerned: RT PAPER C OF[/. Lei O11N IA I13 iRC1 O�]_. 09F 2 I 0 1 A. DEFINITIONS • 2 i 3 1. The term "HCRS" as used herein means Heritage Conservation and 4 Recreation Service, United States Department of the Interior. 5 6 2. The term "Keeper" as used herein means the Keeper of the National 7 Register of Historic Places, or any representative lawfully delegated the 8 authority to act for the Keeper. 9 i 10 3. The term "SHPO" as used herein means the person designated by the !' 11 Governor as the State Historic Preservation Officer. 12 I' I I 1.3 4. The term "Guide" as used herein means "Procedural Guide for Grant 'I 14 Applications Under the National Historic Preservation Act of 1966" used by the 15 State Office of Historic Preservation and in effect at the start of the 16 4j', project period. 17 11 18 i 5. The term "Project" as used herein means the project or project phase 19 which is the subject of this agreement during the time period set forth as the 20 L "Project Period" on page one 1! of this agreement. 21 i 22 ;'; 6. The term "Project Proposal" as used herein means the documents used 23 to describe and estimate the cost of a planning, acquisition, or development 24 project filed with the SHPO in Support of an application for federal financial 25 assistance. 26 27 ;i 7. The term "State" as used herein means the State of California and/or j 28 its official representative, the Office of Historic Preservation. COURT PAPER ST.T. o/ ew ufo er.ie STD 113 iP1V N.>x ;1 ov I! 1 8. The terra "Participant" as used herein shall mean the recipient of the 2 federal funds to be disbursed in accordance with the terms of this agreement. 3 4 9. The term "Federal Funds" as used herein means those monies made 5 available by the United States of America as matching money for projects under i 6 the National Historic Preservation Act of 1966, Public Law 89-665, 80 Stat. 915 7 (1966). i 8 9 10 11 12 13 14 15 16 17 18 19 B. PROJECT EXECUTION 1. The Participant shall at no cost to the State execute, complete, operate and maintain the approved Project in accordance with the Guide, the Project Proposal, and approved plans and specifications applicable, which documents are to be filed with the office of the State Historic Preservation Officer and made a part hereof. Failure to render satisfactory progress or to complete this or any other project which is the subject of Federal assistance under this program to the satisfaction of the SHPO may be cause for the suspension of all obligations of the United States and the State under this agreement. 21 11 2. The Participant shall indemnify the State of California and its 22 ii officers, agents and employees against and hold the same free and harmless 23 I from any and all claims, demands, damages, losses, costs., and/or expenses of 24 I liability due to, or arising out of, either in whole or in part, whether 25 directly or indirectly, the organization, development, construction, operation, i 26 or maintenance of the Project. 27 �I --- COURT PAPER STATC or C.",... STI 113 :n Lv o.721 i 4 ov !: 0 1 3• In the event of default by the Participant which default is not cured 2 by the Participant within thirty (30) days after receipt of written notice 3 from the SHPO, the State may in addition to any other remedies take possession 4 of the Project and construct, operate or maintain the Project as the State may 5 deem necessary to fulfill requirements of the Federal Government, and the 6 Participant agrees to reimburse the State for any costs or expenses incurred 7 by the State thereby. 8 9 4. The Participant shall secure completion of the work in accordance 10 with the approved construction plans and specifications, and shall secure 11 compliance with all applicable Federal, State and local laws and regulations. 12 13 14 15 16 17 18 19 20 5. The Participant shall permit periodic site visits by the SHPO and/or Keeper to ensure work progress in accordance with the approved Project, i including a final inspection upon Project completion. 6. In the event funds should not be available for future stages of the Project, the Participant shall bring the Project to a point of usefulness agreed upon by the State and HCRS. i 21 7. All deviations from the Project proposal shall be submitted to the 22 SHPO prior to approval. 23 2¢ 8. The acquisition cost of real property shall be based upon the 25 appraisal of a competent appraiser. The reports of such appraisers shall be 26 available for inspection by the SHPO upon request, i 27 --- j I COURT GAPER STIITL OF CF. LIFO11N1♦ STD SIJ �IIE\ N.Tii , 5 l aeF 0 0 1 9. Development plans and specifications shall be available for review by 2 the SHPO upon request. 3 4 10. If any tract or parcel of, or interest in, real property subject to i� 5 being purchased under the provisions of this agreement, but not identified 6 herein, is found by the SHPO for any reason not to be suitable for Federal 7 assistance, all obligations of the United States hereunder shall cease as to 8 such parcel, tract or interest. 9 !I 10 11. There shall be erected at the project site a sign that provides the l 11 l! information noted below: 12 l �I 13 (a) Name of project. 14 l 15 (b) Name of the California Office of Historic Preservation. 16 I) 17 11 (c) Nature of Federal assistance outlined substantially as follows: 1g "(Acquisition) (Restoration) (or other term) of this property, 19 i which is listed in the National Register of Historic Places, has 20 been funded with the assistance of a matching grant from the 21 Department of the Interior, Heritage Conservation and Recreation 22Service, under the provisions of the National Historic i 23 II Preservation Act of 1966." 24. I1 --- COURT PAPER II .TATE OF CA�IFQRN�A STE 119 11 6 CE. II O r] 1 C. PROJECT COSTS 2 3 Disallowances. The Participant agrees to make immediate monetary resti- 4 tution of any advanced funds for any disallowances of costs or expenditures or 5 1 unauthorized activities which are disclosed through audit or inspection by i 6 representatives of the SHPO or the HCRS. 7 Project costs eligible for assistance shall be determined upon the 8 basis of the criteria set forth in the Federal Management Circular 74-4 and 9 the Guide. 13 14 15 16 1.7 18 19 PROJECT ADMINISTRATION 1. The Participant shall promptly submit such reports and in such form as the SHPO may request. i i 2. No later than at the end of the project period, the Participant shall submit a completion report. The SHPO shall provide guidelines for the content of this report. 20 3• Property and facilities acquired or developed pursuant to this i 21 agreement shall be available for inspection by the Keeper and the SHPO, .22 23 4. The Participant shall be held accountable for interest earned on i 24 'grant-in-aid funds. advance to it. Interest will be returned to the State. 25 I. 26 5. Any moneys advanced to the Participant must be deposited in a bank 27 with FDIC insurance coverage and the balances exceeding the FDIC coverage must ` i 28 'be collaterally secure, as provided for in 12 U.S.C. 265. COURT PAPER .NATE Oi GALIFOANIA ' $Tp 113 iFEv N R' 7 OO 1 E. PROJECT TERMINATION 2 r 3 1. The Participant may upon written notice to the SHPO unilaterally 4 rescind this agreement at any time prior to the commencement of the Project. I� 5 The SHPO may upon written notice to the Participant unilaterally rescind this 6 agreement at any time prior to commencement of the Project. After Project 7 commencement, this agreement may be rescinded, modified, or amended only by 8 mutual agreement. A project shall be deemed commenced when the Participant 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 makes any expenditure or incurs any obligation with respect to the Project. 2. Failure by the Participant to comply with the terms of this agreement ii or any similar agreement may be cause for the suspension of all obligation of the United States or the State hereunder, 3. Failure by the Participant to comply with the terms of this agreement shall not be cause for the suspension of all obligations of the United States or State hereunder if, in the judgment of the Keeper, such failure was due to no fault of the Participant. In such case, any amount required to settle at minimum costs any irrevocable obligations properly incurred shall be eligible for assistance under this agreement. 4. Because the benefit to be derived by the United States from the full compliance by the Participant with the terms of this agreement is the preser- �! I ! vation, protection, and the net'increase in the quantity and quality of public historic facilities and resources which are available to the people of the iti State and of the United States, and because such benefit exceeds to an immeasurable and unascertainable extent the amount of money furnished by the I; 8 25 26 27 COURT PAPER STATE OF CAOFORN V. STI 113 REV S'T;i 06F makes any expenditure or incurs any obligation with respect to the Project. 2. Failure by the Participant to comply with the terms of this agreement ii or any similar agreement may be cause for the suspension of all obligation of the United States or the State hereunder, 3. Failure by the Participant to comply with the terms of this agreement shall not be cause for the suspension of all obligations of the United States or State hereunder if, in the judgment of the Keeper, such failure was due to no fault of the Participant. In such case, any amount required to settle at minimum costs any irrevocable obligations properly incurred shall be eligible for assistance under this agreement. 4. Because the benefit to be derived by the United States from the full compliance by the Participant with the terms of this agreement is the preser- �! I ! vation, protection, and the net'increase in the quantity and quality of public historic facilities and resources which are available to the people of the iti State and of the United States, and because such benefit exceeds to an immeasurable and unascertainable extent the amount of money furnished by the I; 8 0 0 1 United States by way of assistance under the terms of this agreement, the 2 Participant agrees that payment by the Participant to the United States of an g amount equal to the amount of assistance extended under this agreement by the 4 United States would be inadequate compensation to the United States for any 5 breach by the Participant of this agreement. The Participant further agrees, 6 therefore, that the appropriate remedy in the event of a breach by the 7 Participant of this agreement shall be the specific performance of this g agreement. 9 10 F. CONFLICT OF INTEREST 11 12 1. No official or employee of the State or Participant who is authorized 13 j; in his official capacity to negotiate, make, accept, or approve, or to take 14 part in such decisions regarding a contract or subcontract in connection with i. 15 this Project shall have any financial or other personal interest in any such 16 �i i contract or subcontract. i i 17 182. I� I No person performing services for the Participant in connection with I, 19 this Project shall have a financial or other personal interest other than his 20 employment or retention by the Participant, in any contract or subcontract in 21 :connection with this Project. No officer or employee of such person retained 22 by the Participant shall have any financial or other personal interest in any 23 'real property acquired for,this Project unless such interest is openly i 24 disclosed upon the public records of the Participant, and such officer, 25 employee or person has not participated in the acquisition for or on behalf of 26 the Participant. 27 COURTPAPERAA ER j .� STAT[ 13C+usoNnI+ STI 113 �f1EV B_Ti� (1 J Of. • .• 1 ' 3• No member of or delegate to Congress shall be admitted to any share 2 or part of this agreement, or to any benefit to arise hereupon, unless such 3 benefit shall be in the form on an agreement made with a corporation for its i 4 general benefit. 5 6 4. The participant shall be responsible for enforcing the above conflict 7 of interest provisions. 8 g G. HATCH ACT P 10 11 12 13 14 15 16 17 18 19 20 21 22 23 No officer or employee of the Participant whose principal employment is in connection with any activity which is financed in whole or in part pursuant to 'chis agreement shall take part in any of the political activity prescribed in the Hatch Political Activity Act, 5 U.S.C. 118 k, with the exceptions therein enumerated. H. RELOCATION ASSISTANCE The Participant shall comply with the provisions of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970. I. FINANCIAL RECORDS 24 Ii 1. The Participant shall familiarize himself with, and comply with, the 25 purpose and requirements of the Office of Management and Budget Circular A-102 26 I I and Federal Management Circular 74-4. 27 � -- �I 0 U COURT PAPER 6TAT[ C.. X1 O11 NIt $Tp 11133 i.EV N l2i 10 OtT it �i 1 2. The Participant shall maintain satisfactory financial accounts, 2 documents, and records, and shall make them available to the State and/or HCRS 3 for auditing at reasonable times. Such accounts, documents, and records shall 4 be retained by the Participant for three years following project termination. 5 6 3. The Participant may use any generally accepted accounting system, 7 provided such system meets the minimum requirements set forth in the Guide. M 9 J. USE OF FACILITIES 10 11 1. The Participant shall not at any time convey any interest in any 12 property acquired or developed under a grant without prior approval of the is 13 HCRS and the SHPO. Similar approval must be secured for any proposed changes 14 in the use or administration of assisted properties. 15 16 i; 2. The Participant shall maintain all property so as to appear 17 i!attractive and inviting to the public. Sanitation and sanitary facilities 11 18 shall be maintained in accordance with applicable State and local public i! 19 health standards. Properties shall be kept reasonably safe for public use. i' 20 ,Fire prevention and similar activities shall be maintained at levels r 21 reasonable to prevent loss of the lives of users. Participants shall be 22 responsible for the maintenance and administration of historic properties i 23 acquired or developed with Federal assistance. All maintenance and operations 24 'shall be in accordance with the standards set forth in the Guide. The 25 1 Participant shall repair, maintain, and administer the premises so as to i 26 preserve the historical integrity of the features, materials, appearance; 27 ;workmanship and environment. COURT PAPER V ST ATO O. CAL ROI1H1• I� STO 113 iRE Y. 8.72� 11 It OFF 1 3• The Participant shall not discriminate against any person on the 2 basis of race, color, sex, age, or national origin in the use of any property 3 or facility acquired or developed pursuant to this agreement, and shall comply 4 with the terms and intent of Title VI of the Civil Rights Act of 1964, P. L. 5 88-352 (1964), and of the regulations promulgated pursuant to such Act by the 6 Secretary of the Interior and contained in 43 CFR 17. 7 g 4. The Participant shall not discriminate against any person on the 9 basis of residence. 10 l 11 I' K. ADDITIONAL LIMITATIONS AND REQUIREMENTS 12 13 ;i 1. No grant may be taken for or on account of any project made under the 14 National Historic Preservation Act of 1966 (89-665) to which financial i 15 assistance has been given or promised under any other federal program unless I, 16 that program has been specifically exempt from this provision by the United .i 17 States Congress. No financial assistance may be given under any other federal or activity for or on account of an 1g program y y project given or promised � 19 ii assistance under the National Historic Preservation Act unless that federal 20 i program has been specifically exempt from this provision by the United States i 21 Congress. 22 i 23 2. The Beneficiary of Assistance under the National Historic 24 ,Preservation Act shall keep such records as the State Historic Preservation 25 Officer shall prescribe, including records which fully disclose the 26 disposition by the beneficiary of the proceeds of such assistance, the total 27 ii cost of the project or undertaking in connection with which such assistance is COURT PAPER 6 TATO. REV 6.7 STO 113 4REV 2� a.. 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 0 given or used, and the amount and nature of that portion of the cost of the project or undertaking supplied by other sources, and such other records as will facilitate an effective audit. 3. Work completed prior to or after the project period will not be i funded under the act unless it is approved by both the SHPO and the HCRS. 4. Reasonable nondiscriminatory admission fees that will not discourage visitation and that compare with fees charged at comparable facilities in the area may be collected at properties which have received a grant under the National Historic Preservation Act. 5. The Patricipant's responsibility to maintain and administer a historic property acquired or developed under this agreement shall be limited to a specific period dependent upon the amount of federal assistance provided as follows: (a) Federal assistance of up to $20,000: 5 years (b) Federal assistance of $20,001 to $50,000: 10 years (c) Federal assistance of $50,001 to $100,000: 15 years (d) Federal assistance of over $100,000: 20 years 13 17 18 19 20 21 -22 23 24 25 26 27 SII AURT PAPER ?TwT. OF C.1W... IA ,To 113 ALV 0 71i 0 0 given or used, and the amount and nature of that portion of the cost of the project or undertaking supplied by other sources, and such other records as will facilitate an effective audit. 3. Work completed prior to or after the project period will not be i funded under the act unless it is approved by both the SHPO and the HCRS. 4. Reasonable nondiscriminatory admission fees that will not discourage visitation and that compare with fees charged at comparable facilities in the area may be collected at properties which have received a grant under the National Historic Preservation Act. 5. The Patricipant's responsibility to maintain and administer a historic property acquired or developed under this agreement shall be limited to a specific period dependent upon the amount of federal assistance provided as follows: (a) Federal assistance of up to $20,000: 5 years (b) Federal assistance of $20,001 to $50,000: 10 years (c) Federal assistance of $50,001 to $100,000: 15 years (d) Federal assistance of over $100,000: 20 years 13 I M. BILLING i 2 3 1. Payment by the State shall be made quarterly upon receipt of a 4 billing statement (DPR form 583) in triplicate sent to: 5 6 Office of Historic Preservation 7 Department of Parks and Recreation 8 P. 0. Box 2390 g Sacramento, California 95811 i' 10 i; 11 °, 2. Participant shall submit a final billing statement no later than at 12 13 14 15 16 17 18 the end of the project period. N. FEDERAL CONTRACT COMPLIANCE Construction contracted for by the Participant shall meet the following requirements: 19 (a) i Contracts for construction in excess of $10,000 shall be awarded 20 through a process of competitive bidding. Copies of all bids and a .i copy of 21 the contract shall be retained for inspection by the SHPO. 22 23 (b) The Participant shall inform all bidders on contracts for 24 construction in excess of $10,000 that Federal Funds are being used to assist 25 in construction. 26 --- 27 ` --- COURT PAPER 61/.1C O1 CAIIICNMI. '- STO 113 ,MEv 0.03 11 oar � Y I 1 (c) Written change orders to contracts for construction in excess of 2 $10,000 shall be issued for all necessary changes in the facility. Such 3 orders shall be made a part of the project files and shall be kept available 4 for audit. I! 5 6 (d) The Participant agrees to comply with the Civil Rights Act of 7 1964 and Executive Order No. 11246 and shall incorporate, or cause to be i 8 incorporated, into all construction contracts the following provisions: 9 10 "During the performance of this contract, the contractor agrees as 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 I 27 --- COURT PAPER S,.T..1 C.111..N'. 61, t l3 .Cv 9.721 os. follows: "(1) The contractor will not discriminate against any employee or applicant for employment because of race, creed, color, religion, sex, age, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employement without regard i to their race, creed, color, religion, sex, age, or national j i origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruit i ment advertixing; layoff or termination; rates of pay or other forms of compensation; and selection for training, including I apprenticeship. The contractor agrees to post in conspicuous places, available'to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. 1 15 1 "(2) The contractor will, in all solicitations or advertisements 2 for employees placed by or on behalf of the contractor, state 3 that all qualified applicants will receive consideration for 4 employment without regard to race, creed, color, religion, sex, 5 age, or national origin. 6 7 "(3) The contractor will send to each labor union or represen- g tative of workers with which he has a collective bargaining g agreement or other contract or understanding, a notice, to be 10 provided by the agency contracting officer, advising the labor 11 union or workers' representative of the contractor's commitments 12 under Section 202 of Executive Order No. 11246 of September 24, 13 1965, and shall post copies of the notice in conspicuous places 14 available to employees and applicants for employment. 15 16 17 18 19 20 11(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 2965, and of the rules, regulations, and relevant orders of the Secretary of Labor. "(5) The contractor will furnish all information and reports required by Executive Order No. 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 contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 16 21 .22 23 24 25 26 I 27 i! COURT PAPER i S T ATC OF CAAIVORYIA GTO 113 i.CV Pdi o.. 11(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 2965, and of the rules, regulations, and relevant orders of the Secretary of Labor. "(5) The contractor will furnish all information and reports required by Executive Order No. 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 contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 16 1 "(6) In the event of the contractor's noncompliance with the 2 nondiscrimination clauses of this contract or with any of such 3 rules, regulations, or orders, this contract may be canceled, i 4 terminated, or suspended in whole or in part and the contractor 5 may be declared ineligible for further Government contracts in 6 accordance with procedures authorized in Executive Order No. 7 11246 of September 24, 1965, and such other sanctions may be 8 imposed and remedies invoked as provided in Executive Order No. 9 11246 of September 24, 1965, or by rule, regulation or order of 10 the Secretary of Labor, or as otherwise provide by law. 11 12 �,' "(7) The contractor will include the provisions of Paragraphs i 13 (1) through (7) in every subcontract or purchase order unless 14 exempted by rules, regulations, or orders of the Secretary of ij 15 Labor issued pursuant to Section 204 of Executive Order No. 16 11246 of September 24, 2965, so that such provusions will be 17 I i binding upon each subcontractor or vendor. The contractor will h 18 take such action with respect to any subcontract or purchase 19 order as the contracting agency may direct as a means of 20 enforcing such provisions, including sanctions for 21 noncompliance: Provided, however, That, in the event the .22 contractor becomes involved in, or is threatened with, 23 litigation with a subcontractor or vendor as a result of such 24 direction by the contracting agency, the contractor may request 25 the United States to enter into such litigation to protect the 26 interests of the United States." 27 '-- COURT PAPER ST..TE Of C�LIi O11 N 1A 1. $TD 113 HE1 N 721 1 7 _ Oa/ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 (e) The Participant shall: (1) comply with the above provisions in construction work carried out by itself; (2) assist and cooperate actively with the SHPO in obtaining the compliance of contractors and subcontractors with the above contract provisions and with the rules, regulations, and relevant orders of the Secretary of Labor; (3) obtain and furnish to the SHPO such information as they may require for the supervision of such compliance; (4) enforce the obligation of contractors and subcontractors under such provisions, rules, regulations and orders; (5) carry out sanctions and penalties for violation of such obligations imposed upon contractors and subcontractors by the Secretary of Labor or the HCRS pursuant to Part II, Subpart D, 20 of Executive Order No. 11246 of September 24, 1965; and 21 1. 22 (6) refrain from entering into any contract with a contractor 23 debarred from Government contracts under Part II, Subpart D, of 24 Executive Order No. 11246 of September 24, 1965. ,I 25 -'- 26 --- 27 --- COURT PAPER STAY- " CALIloPNt^ . 'TD 113 ,AES 2.121 "P -6213A .$I CONTRACT TERMS - PERM 18 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 it 27 it IT PAPER r c.111o..IA 113 1-1v B92� 061 0. CONTRACT AP•17TU• E This contract may be amended, modified, or rescinded only by an i agreement in smiting. P. CONTRACT E=CUTION This contract is executed in counterparts, each of which shall be `deemed a duplicate original. T P 0 0 AGENDA ITEM March 5, 1980 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Award of Contract - Harrison House gTTT7ATTnM On February 22, 1980, bids were opened for the renovation of the Harrison House, a structure listed in the National Register of Historic Places. Two bids were submitted in the following amounts: D. W. Contracting $109,594 Miles & Kelly Construction Co. $ 76,520 The low bidder was Miles & Kelly Construction Company of Tustin, and staff is recommending award of bid to that company. FINANCIAL CONSIDERATIONS The City has budgeted $42,000 for this project and has an additional $44,000 grant from the Historic Preservation Act. The County has also authorized a $10,000 revenue sharing grant for the project, bringing the total available funds to $96,000. ALTERNATE ACTIONS 1. Award the bid for the Harrison House renovation to Miles & Kelly Construction Company in the amount of $76,520 and authorize the Mayor and City Clerk to execute the agreement. 2. Reject the bids and call for new bids. 3. Request further information. RECOMMENDATION By motion, award the bid for the Harrison House renovation to Miles & Kelly Construction Company in the amount of $76,520 and authorize the Mayor and City Clerk to execute the agreement. Respectfully submitted, W. D. Murp oe WDM:PH/rem FOR CITY COUNCIL AGENDA ...... • _ r 1.�:tea. 1986 vo. JZC—W {BILI%-nC*.1 Fop. AcvAP V g5rc OF -TIE "ARRI.`iON FARt-4ADU�P- A €A 0 U 11AT r4r MILES & KELLEY CONSTRUCTION CO. INC. 1292 Cameo Drive • Tustin, California 92680 • (714) 832-0870 Rehabilitation for Adaptive Use of the Harrison Farmhouse Project #o6-10746 Cost Breakdown General Conditions $ 6,950.00 Demolition 870.00 Earthwork 460.00 Concrete Work 2,070.00 Masonry 210.00 Rough Carpentry 7,200.00 Rough Lumber & Hardware 4,830.00 Finish Carpentry 5,050.00 Finish Lumber 4,120.00 Insulation 2,360.00 Roofing 7,390.00 Sheet Meta] & Caulking 750.00 Skylight 2,530.00 Wood Doors & Windows 1,840.00 Finish Hardware 920.00 Sandblasting 650.00 Painting 6,190.00 Gypsum Drywall 400.00 Carpeting & Vinyl Flooring 1,570.00 Wood Floor Refinishing 1,720.00 Toilet & Bath Accessories 340.00 Kitchen Equipment 1,260.00 Window Treatment 290.00 Plumbing 3,680.00 Mechanical 1,720.00 Electrical 10,800.00 Cleanup 350.00 Total $ 76,520.00 t BOND NO: 1-873-884-80 PREMIUM: NIL ® The Ohio Casualty Insurance Company HAMILTON, OHIO BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, That we, MILES & KELLEY CONSTRUCTION CO., INC. (hereinafter called the Principal) as Principal, and THE OHIO CASUALTY INSURANCE COM- PANY, a corporation organized under the laws of the State of Ohio, with its principal office in the City of Hamilton, Ohio (hereinafter called the Surety) and licensed to do business in the State of CALIFORNIA as Surety, are held and firmly bound unto CITY OF SAN JUAN CAPISTRANO (hereinafter called the Obligee) in the penal sum of TEN PERCENT (10%) OF AMOUNT BID-------------------------- Dollars ($ ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas, the Principal has submitted the accompanying bid, dated FEBRUARY 22ND 19 80 , for HARRISON FARMHOUSE REHABILITATION NOW, THEREFORE, if the Obligee shall make any award according to the terms of said bid and the Principal shall enter into a contract with said Obligee in accordance with the terms of said bid and give bond for the faithful performance thereof within the time specified; or if no time is specified within thirty days after the date of said award; or if the Principal shall, in the case of failure so to do, indemnify the Obligee against any loss the Obligee may suffer directly arising by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void: other- wise to remain in full force and virtue. Signed, Sealed and Dated this .22ND 5137.R.v. . day of _....FEBRUARY. ..... 1980... MILES & KELLEY CONSTRUCTION CO ................._.._....................... ....... THE OHIO JOHN R. PICCINI I NC. INC. ................... AFFIDAVIT OF ATTORNEY-IN-FACT FOR SURETY CALIFORNIA STATEOF............................................................ COUNTY OF .......ORANGE .................................... On this ..... 22NQ... day of........FEBRUARYFEBRUARY .................. 19.80., before me J...OHN.. R. PIC.C..INI......................................................... Attorney-in-fact, personally appeared................. of The Ohio Casualty Insurance Company, with whom I am personally acquainted, who being by me duly sworn. did depose and say, that he resides in ........... COSIA..MESA ...........................: that he is the Attorney-in-fact of The Ohio Casualty Insurance Company, the corporation named in and which execut- ed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed and executed the said instrument as Attorney-in-fact of said cor- poration by like order,, c My Commission exp*res.....................................: ' ..............lIL P-�d J....A . ............. Fera 5.170 (. Notary Public. v , 41 D_;i. (SAMPLE) Premium —a= FAITHFUL PERFORMANCE BOND Included BOND NO: 2-122-503 KNO'.: ALL MEN BY THESE PRESENTS: That . PREMIUM: $689.00 WHEREAS, The City of San Juan Capistrano, a municipal corporation of range County, California, has awarded to MILES & KELLEY CONSTRUCTION , License N0. CO., II 312206 , hereinafter designated as "Principal," a contract for HARRISON REHABILITATION : an_' WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW, THEPEFORE, we, MILES & KELLEY CONSTRUCTION CO., INC. as Principal, tnd THE OHIO CASUALTY INSURAUCE COMPANY as surety, are held and firmly ound unto tine City of San Juan Capistrano, a municipal corporation of Orange Coun�., California, in the penal sum of SEVENTY SIX THOUSAND FIVE HUNDRED DOLLARS 9rj j 76,520.00 ) lawful money of the United States of Ameri, ,NTfYo�B�J�y/�l@Rths-------- f which sum, we 1 and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if the hereby bounden trincipal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by and well and truly keep and perform ail the mandertakings, terms, covenants, conditions, and agreements in the said contract and ny alteration thereof, made as therein provided, all within the time and manner therein designated and in all respects according to their true intent and meaning, then this fbligation shall become null and void, otherwise it shall be and remain in full force nd virtue. FURTHER, the said surety, for value received, hereby stipulates and �grees that no charge, extension of time, alteration, or modification of the contract ocuments or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such chance, tension of time, alterations or modifications of the contract docum_nts or of Ito be performed thereunder. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, aeh of which shall for all purpcsas Ce deemed an original thereof, have been duly xecuted by the Principal and surety herein named, on the 13TH day of MARCH , 9'80 , the name and corporatE seal of each corporate party being hereto.affixed ind these presents duly signed by its undersigned representative pursuant to authority f its governing body. 1 MILES & KELLEY CONSTIRUCTION CO., INC. PRINCIPAL I By j'THE OHIO ASU Y I By 4JO PICCINI �T T NEY-IN-FACT � .-19— I AFFIDAVIT OF ATTORNEY-IN-FACT FOR SURETY STATE OF ....... CAL I,FORN I,A................................ SS. COUNTY OF ......ORANGE ...................................... On this ...... 13TH„day of.............MARCH. 19AP., before me personally appeared ............................. .IOHN..R....P.ICC.IN.I.......................................... Attorney-in-fact. of.The Ohio Casualty Insurance Company, with whom I am personally acquainted, who being by me duly sworn, did depose and say, that he resides in .......... COSTA MESA .; that he is the Attorney-in-fact of The Ohio Casualty Insurance Company, the corporation named in and which execut- ed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to the acid instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed and executed the said instrument as Attorney -in -Fact of said cor- poration by like or4erw, My Commission expires..; .............. ............. I................/SV d l crXJ f21.....Ol....... ....... Form S 17 Notery Publ.. Nrly •(SAMPLE) LABOR AND MATERIAL.BOND ' KNOW ALL MEN BY THESE PRESENTS: That range icense .fr Premium Included BOND NO: 2-122-503 PREMIUM: INCLUDED IN PERF: WHEREAS, the City of San Juan Capistrano, a municipal corporation of County, California, has awarded to MILES 8 KELLEY CONSTRUCTION CO., INC. No. 312206 , hereinafter designated as 'Pri'— nnipaI " a contract HARRISON HOUSE REHABILITATION ; and WHEREAS, said Principal is with the said contract providing that dub -contractors, shall fail to pay for ppiies or teams used in, upon, for o to be done, or for any work or labor d rnd will pay the same. required to furnish a bond in connection if said Principal, or any of his or its any materials, provisions, provender or other r about the performance of the work contracted one thereon of any kind, the surety or this NOW, THEREFORE, we MSS g KELLEY CONSTRUCTION CO., N(Principal, and SIIAITY INSURANCE COMPANY as surety are held firmly bound unto the City of IP n Juan Capistrano, a municipal A rporation, in the penal sum ofSEVENTY SIX THOUSAND FIVE jiNnPFn TwFNTY----DOLLARS (S 76.520.00 )i lawful money of the United Scares of &iierica, for payment of which sum well and truly to be made we bind ourselves, our irs, executors, administrators and successors, jointly and severally, firmly by ese presents. THE CONDI-.,�l OF THIS OBLIGATION is such that, if said Principal, h•:. its heirs, executo-.. administrators, successors or assigns, or sub -contractors, shall fail to pay for any materials, prov4sions, provender, or teams, c; other Ipplies or equipment used in, upon, for or about the performance of the work ntracted to be done, or for any work or labor done thereon of any kind, or for, amounts due under the Unemployment Insurance Act with respect to such work or labor required by the provisions of Title 1, Division 5, Chapter 3 of the Government de of California as amended, that the surety will pay for the same in an amount t exceeding the sum specified in this bond and also in case suit is brought upon he bond, a reasonable attorney's fee to be fixed by the court. This bond shall ure to the benefit of any and all persons, companies and corporations entitled file claims under said act, so as to give a right of action.to them or their assigns in any suit brought upon this bond. ' FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract cuments or of the work to be performed thereunder shall in any way affect its ligation on this bond and it does hereby waive notice of any such change, extension time, alteration or modification of the contract documents or of work to be �rformed thereunder. I -20- I IN WITUESS 14HEREOF three (3) identical counterparts of this instrmient.' each+of which shall for all purposes.be deemed an original thereof, have been duly executed by the Principal and surety herein naTed on the 13TH day of MARCH lg 80 The name and corporate seal or each corporate party being hereto affixed and these presents duiy.signed by its undersigned representatives pursuant to authority of its governing body. MILES $ KELLEY CONSTRUCTION CO., INC. PRINCIPAL BY BY COMPANY SU ETI JOHN R. PICCINI ATTORNEY-IN-FACT - AFFIDAVIT OF ATTORNEY-IN-FACT FOR SURETY STATE OF ........CAL.IF.ORN.IA................................ ss. COUNTY OF ............ORANGE ................................ On this ...... 1.3T.H..day of ........... MAF2CJi........................................................... 19..8.0., before me personally appeared ....................... JOHNR. P.I .C.0.I .N. I ............................................. Attorney-in-fact, ...... of The Ohio Casualty Insurance Company, with whom 1 am personally acquainted, who being by me duly sworn, did depose and say, that he resides in ....... JMS.TA.MESA ..............................; that he is the Attorney -in -feet of The Ohio Casualty Insurance Company, the corporation named in and which execut- ed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed and executed the said instrument as Attorney-in-fact of said cor- poration by like order.__ t MyCommission expires..............i..............:.......::............. rL,etJ........ :... ........ Notary Public, Fora, 5-I]0 - ,J B I D P R O P 0 S A L. F-vr the REHABILITATION FOR Adv. Dates A'APTIVE USE OF THE Bid DATE: ftISON FARM IOUSE the Honorable City of. San Juan Gentlemen: February 22, 1980 City Council From piles & Kelley Construction Co., Inc. Capistrano Contractor The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the plans and ecifications and general conditions therefor, read the instructions bidders, and is familiar with all.proposal requirements, and hereby roposes and agrees, if the proposal is accepted, to complete the said 0 nstruction in accordance with the contract documents, as defined in ragraph 1-1.09 of the general provisions, in the time stated hereiu," r the unit price or lump sum price given on the following pages of this proposal, amounting to a total of: I' ��$ 176 �a�.o0 '00 —1 Figures r Said amount to include and cover all taxes, the furnishing of all terials, the performing of all the labor requisite or proper and the oviding of all necessary machinery, tools, apparatus, and other means construction; also, the performance and completion of all the work in the manner set forth, described and shown in the specifications or the drawings for the work. If the contract is awarded the undersigned agrees to enter into a ntract with the City and to commence work within fifteen (15) calendar ys from the date of execution thereof, and to diligently prosecute he work to completion before the expiration of 120 days. It is also understood by Bidder that the City of San Juan Oapistrano has the right to reject this proposal or to award a con - act to the undersigned at the prices stipulated. If the proposal rejected, then the enclosed check or bid bond shall be returned to e undersigned within thirty (30) days. If the proposal is accepted, and the undersigned fails to enter into a contract within fifteen (15) ter the agreement is delivered to him for signature, or within such ether time as may be granted by the City Council, then said check shall be cashed or said bond declared forfeit and an amount equal to to difference between the lowest bid and the next lowest bidder who 11 execute a contract shall be paid into the treasury of the City f San Juan Capistrano as liquidated damages for the failure of the 1 -4- undersigned to comply with the terms of this proposal. Accompanying this proposal is Bidder's Bond (insert "$ cash", "cashier's check", "certified check", or "bidder's bond" as the case may be) in an amount equal to at least ten percent (10%) of the total bid.. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work Is awarded to the undersigned: Ohio Casualty, 2600 E.Nutwood Ave, Fullerton, CA 926.34 Licensed in accordance with an act providing for the registration of contractors - License No. 312206 Signature of bidder Miles & Kelley Construction Co., Inc. r (If an individual, so state. If a firm or co -partnership, state the firm name and give the names of all individual co-partners composing the firm: president, secretary, treasurer and manager thereof.) Dated: 2/22/80 1292 Cameo Drive, Tustin, .CA 92680 • Business address 714-P32-0870 Phone num er -5- ALTERNATE A: Substitute asphalt shingles as described in Section 7B for fire -retardant wood shingles. *Wsubtract ALTERNATE B: Lightly sandblast all -interior walls and framing members, as described in Section 9B of the specifications. Then spray all halls with clear wood sealer (as an alternate to removal of wallpaper, painting preparation, and painting of interior walls). Add/WeWWw►t ALTERNATE C: Substitute wall-to-wall carpet as described in Section 9C for all areas of refinished wood flooring. Add/fit ALTERNATE D: 0 -2111,510.06 Substitute Alternate roof section as des- cribed in Detail 10 of the drawing for 3 typical roof section typical for entire 3 roof . X00— Dddi .fit - DEDUCTIONS TO BID PROPOSAL Deduct amounts for deleting the work shown below: 1. Removal of addition on west wall, repair of finishes and construction of new railing. S%0 2. Installation of new plumbing fixtures in bathroom ,u9 and kitchen unit in room #11, but including piping stub - outs for future fixtures installation.oI`f S�a5- 3. New rangy construction, concrete walls and compacted fill at northeast corner '0 5O " 5a. MILES & KELLEY CONSTR. CU., IN(.; 1292 Cameo Drive Tustin, California 92630 4. Window and door weatherstripping. 5. Insulation above porch. 6. All exterior siding, trim repair, in eluding south porch, and all exterior painting. 7. New furnace and heating system. S. All interior door and hardware repair 9. New roof skylight, roll -up shades, and roof ventilators. x;3,(000 — �/,530- 0a,soO the contract will be awarded to ttiqualified bidder with the lowest Base Bid, provided it doesn't exceed the Federal Grant amount. Should the Base Bid exceed the grant amount, the City Council reserves the right to reject all bids or delete one or more of the items of work, in the numerical order in which they are listed, in order to produce a net total which is within the grant amount. MILES & KELLEY CONSTR. CO,, lig 5b, 1292 Cameo Drive Tustin, California 92680 ther, the undersigned bidder certifies that he has thoroughly checked figures set forth in this proposal, that they are correct to the t of his knowledge and that they constitute his proposal for the k called out herein. 2/22/80 9iArnat,ffrA of Bidder Date 714-892-0870 -6- MILES & KELLEY CONSTR. CO., INC. 1292 Cameo Drive T,lstin, California 92611 NODS—COLLUSION; AFFIDAVIT TO BE EXECUTED BY BIDDER AfdD .SUBMITTED WITH BID OF CALIFORNIA ) e of ORANGE. ) Ss. being first duly sworn deposes says that he is /0r 6 of Mlle" s ¢ m Gv the party making the f regoing bid; that such bid is not made in -..e interest of or on behal` of any undisclosed parson, partnership, com ::y, association, organization, or corporation; that such bid is genuine anw :.ot collusive or sham; that said 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 any one shall refrain from bidding; that ; id bidder ha-- not in anv manner, directly or indirectly, sought by r reement, cora_~.:7ication or conference with any one to fix the bid price of said , ::der or of any other bidder, or to fix the bid price of Or cost elct:.:^t Of such bid price, or of that of any other bidder, or to secure any .'vantage against the public body awarding the contract of any ane interested in the proposed contract; that ale statements contaircd in such bid are true; and further, that said bidder has not direct'_, or indirectly, submitted his bid price or any Breakdown thereof, or the ._..gents thereof, or divulged information or day relative thereto, r paid and will not pay any fee in cornecticn' _herewith, to any corz.- -:tion, partnership, company, association, Or=%_:.iZat1071, bid deposit_--- or to any ;..ember or agent thereof, or to any other indi- vidual pt to any person or persons as have a partnership or other financi.:_ interest with said bidder in this general business. Subscribed and sworn to before me / 41�;111_1 ' this 22' day of February , 19 80 0"ICtAL UAL kIR�A•^" "'! PAYr1ELD r NOTARY PYWC • CALN'OgN1A MAW COUNTY Notary Public in ara fm "!saidourty and State Christopher Gayfield -7- IGNATIOII OF SUE -CONTRACTORS t with Proposal compliance with the Provisions of Section 4100-4107 of the Government e of the State of California as amended, the undersigned certifies t he has used the sub -bids of the following listed sub -contractors making up his bid, and that the sub -contractors listed will be used the work for which they bid, subject to the approva in accordance with the applicable provisions of the is understood and agreed that all those portions of in the contract documents for which a sub-contracto 1 be performed by the undersigned through his forces tractors are listed, all bond=_ and insurance will be e of the general contractor only. Item of Work �n�sh /Fl�r�nq 8. Sub -Contractor ¢'a. -,Brews/fr maa�1r- A s6'' cp EPIYk CIaK ✓P6- C/,s Yang Floors Address A//t Qdl e /mYi 1 of the Engineer Specifications. the work called r is not listed If no sub - written in the Phone No. Miles & Kelley Construction Co., Inc. BIDDER'S ^1?=•lE AUTH.0AIZFr SIGNATURE -8- PROOF OF PUBLI#nON (2015.5 C.C.P.) STATE OF CALIFORNIA, County of Orange City of San Clemente I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the above -entitled matter. I am the principal clerk of the printer of the San Clemente Sun -Post a newspaper of general circulation printed and published ... .... Daily ............................ .........__............_....... . in the City of San Clemente County of Orange, and which newspaper has been adjudged a newspaper of general circulation by the Superior Court of the County of Orange, State of California under the date of March 11, 1960, Case Number A9140; that the notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to -wit: ...... Ye.bL_&._0..... all in the year 19.80. I certify (or declare) under penalty of perjury that the foregoing is true and correct. Dated at San Clemente, California, this ...8 °� da. ---Feb. r ---•- -------- ------ ..... 19_8_... .. 0 Signature SAN CLEMElr'TE PUBLISHING CORP. 1542 North El Camino Real - P.O. Box 367 San Clemente, Calif. 92672 - Phone 714-492-5121 This space the County Clerk's Aling Stamp ��CFlVEp '90 C!7,Y OF $A. N J P, Proof of Publication of IVlitice Inviting Bids ...................................... ....... NOTICE: QP TRA';: `,='"AL - LEGAL PUBLICATIONS TO: DAILY SUIT --})()ST Helen Nicl-con, Legal FOR PUBLICATION 0:1: FRIDAY, FEBRUARY 1, 1980 and FRIDAY, FEBRUARY 8, 1980 DOCUMENT(S) TO BE PUBLISIIED: NOTICE INVITING BIDS - PROOF OF PUBLICATION AUTHORIZED BY: DATE: January 30, 1980 Date sent to paper Date proofed Date published Date affidavit received Cost Rehabilitation for Adaptive use of of the Harrison Farmhouse Please send to: Office of the City Clerk City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 NOTICE INVITING BIDS REHABILITATION FOR ADAPTIVE USE OF THE HARRISON FARMHOUSE Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the Rehabilitation for Adaptive use of the Harrison Farmhouse until 2:00 P.M. on the 22nd day of February 1980 A pre-bid conference is scheduled at 10:00 A.M. on the 15th day of February , 1980 , at the City offices to assist contractors. Copies of Plans and Specifications are on file in the Office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at a non-refundable charge of $10.00 • Dated: January 30, 1980 ITY CLERI ' CITY OF 99N JUAN CAPISTRANO, ORANGE COUNTY, CALIFORNIA N O T I C E I N V I T I N G B I D S Public notice is hereby given that the City of San Juan Capistrano Will up to 2:00 P.M., on the X(1�,� day of Qp() _ receive sealed proposals or bids for the _jjaIABILITATIO, FOR ADAPTIITE USE _j]F Ttm uAnaTO�nN r.A18714DITSE , in accordance with the approved plans and specifications on file in the office of the City Clerk of the City of San Juan Capistrano, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. Bids will be received until the time herein- before stated at the San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Each proposal or bid must be accompanied by a'certified check, cash, cashier's check or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to said City in the event such successful bidder fails to enter intothe required contract within 25 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled for 10:00 a.m. on the _/St/ -day ofp 2e), at the City offices. The contractor shall have the oppo� for clarification or interpretation of any point or. points of question within the plans and contract documents or specifi- cations. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the pro-. ceedings, for the City shall not disseminate any records of the con- ference. Exclusive of written addendums and this pre-bid conference, the City shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a faithful performance bond equal -I- in the amount of one hundred percent (100%) of the contract price and a labor and materials bond equal in the amount of one hundred percent (100`) of the contract price. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that which in the opinion of said City will best serve the interests or needs of said City. The successful contractor shall provide the engineer with a cost breakdown of his bid upon award of the contract., This cost breakdown shall be used as the basis for all contract negotiations during the project. A time limit of /SCJ days has been set for the completion of the work, from the date of execution of the contract. -2- BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. . Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capi- strano, California. Copies of the plans and specifications for use in preparing bids may be obtained from the office of the City Clerk, San Juan Capistrano, at the address shown above. one set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $10, non-refund- able, is required for obtaining each set of plans and specifications. Each bidder shall state the California Contractor's License Number of such bidder so bidding, as no bid will.be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the City Council of the City of San Juan Capistrano, and is dated this 29th day of January , 1980. / W�, ,z 17 tEr City Cler% City of San Juan Capistrano Orange County, California NOTE: All reference to bid bonds being returned is incorrect. Bid bonds are not returned --only checks and cash.' -3- 0 0 AGENDA ITEM June 6, 1979 TO: James S. Mocalis, City Manager FROM: Pamela Hallan, Secretary, Cultural Heritage Commission SUBJECP: Authorizing Application for Historic Preservation Act Grant Funds (Harrison House) SIT MTION: The Harrison House, located next to the Parra Adobe at 27832 Ortega Highway, is awaiting restoration. A $44,000 Historic Preservation Act Grant was awarded to the project this year, but could not be used because of a technicality. As a control measure the federal government requires buildings receiving money from this program to be listed on the National Register of Historic Places. The Harrison House was nominated as part of a district. Unfortunately, the review period for a district takes a long time and may not be Meted by July 1. If this occurs, the grant will be forffeited and the City must reapply for next year. The State Office of Historic Preservation is aware of the situation and has agreed to re - award the grant next year. The project was rated first in the state's priority listing and had been submitted in another competition as the California demonstration project until the problem with the district was discovered. As a precaution, staff has processed an individual nomination to the National Register for the Harrison House in case the problem with the district cannot be solved. FINANCIAL CONSIDERATIONS: The grant requires a 50 percent match. Funds budgeted this year could be carried over. The City has allocated $20,000 from systems development funds and the County had set aside $10,000 in revenue sharing finds. The other $14,000 was to be provided through in-kind services. ALTERNATE ACTIONS: 1. Authorize application for a Historic Preservation Act Grant. 2. Request further information. REO144MATION: Authorize application for a Historic Preservation Act Grant. Resp-ec_tffuully submitted, � pada Hallan PH:pes FOR CITY COUNCIL AGENDA .... / is RESOLUTION No. 79-6-6-5 APPROVING APPLICATION AND PROJECT AGREEMENT FOR HISTORIC PRESERVATION GRANTS-IN-AID FUNDS HARRISON HOUSE) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING THE APPLICATION AND THE PROJECT AGREEMENT FOR HISTORIC PRESERVATION GRANTS-IN-AID FUNDS FOR THE HARRISON HOUSE PROJECT WHEREAS, the Congress under Public Law 89-665 has authorized the establishment of a National Historic Preservation Grants -in -Aid Program, providing matching funds to the State of California and its political subdivisions for historic preservation, survey, planning, development, and acquisition projects; and, WHEREAS, the State Department of Parks and Recreation is responsible for the administration of the program within the State, setting up necessary rules and procedures governing application by local agencies under the program; and, WHEREAS, said adopted procedures established by the State Department of Parks and Recreation require the applicant to certify by resolution the approval of applications and the availability of local matching funds prior to submission of said applications to the State. NOW, THEREFORE BE IT RESOLVED that the City Council of the City of San Juan Capistrano hereby: (1) Approves the filing of an application for the National Historic Preservation Grants -in -Aid assistance for projec'.; and, (2) Appoints the City Manager as agent of the City to coordinate, process and execute all contracts, agreements, amendments and ancillary documents within the scope of the attached application. (3) Agrees that all required local matching funds will be provided for the project. PASSED, APPROVED AND ADOPTED this 6th day of une 1979 , by the following vote, to wit: AYES: Councilmen Hausdor£er, Schwartze, Thorpe, Buchheim and Mayor Friess NOES: None ABSENT: None ATTEST: CITY CLF,I£K/' KENN%TH E. FRIESS, MAYOR' -1- 61 0 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 79-6-6-5 , adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 6th day of June , 1979. (SEAL) G l ��-�II�C� VARY ANN nNOVF.R ;- C TY CLERK STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) MARY ANN HANOVER, being first duly sworn, deposes and says: That she is the duly appointed and qualified City Clerk of the City of San Juan Capistrano; That in compliance with State laws of the State of California and in further compliance with City Resolution No. 79-2-21-7 and on the 8th day of June 1979, she caused to be posted: RESOLUTION NO. 79-6-6-5 being: APPROVING APPLICATION AND PROJECT AGREEMENT FOR HISTORIC PRESERVATION GRANTS-IN-AID FUNDS (HARRISON HOUSE) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNTA, APPROVING THE APPLICATION AND THE PROJECT AGREEMENT FOR HISTORIC PRESERVATION GRANTS- IN-AID FUNDS FOR THE HARRISON HOUSE PROJECT in uhree (3) public places in the City of San Juan Capistrano, to wit: The Administration Building; The San Juan Hot Springs Dance Hall; The Orange County Public Library. -2- MARY ANN HANOVER, City Clerk San Juan Capistrano, California AGENDA ITEM December 5, 1979 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Approval of Plans and Specifications and Call for Bids - Renovation of Harrison House (Ortega Highway) SITUATION The Harrison House, a building listed in the National Register of Historic Places, is ready for restoration. Plans and speci- fications, written in accordance with the Secretary of the Interior's guidelines, have been reviewed by the Building and Safety division and are certified for bid. Plans call for the complete renovation of the building. Of special interest is an energy-saving skylight which can be closed or opened, de- pending on the weather. Plans and specifications are available for review in the Department of Public Works. A notice invit- ing bids will be advertised for a six-week period. Award of bid is expected at the second meeting in January. The four- month project should be completed in June. FINANCIAL CONSIDERATIONS There is currently $42,000 budgeted for this project. In ad- dition, the City has received a $44,000 Historic Preservation Act grant and a $10,000 County Revenue Sharing grant, bringing the total to $96,000. ALTERNATE ACTIONS 1. Approve the plans and specifications and call for bids for the restoration of the Harrison House. 2. Request further information. RECOMMENDATION By motion, approve the plans and specifications and call for bids for the restoration of the Harrison House. Respectfully submitted, W. D. Murp WDM:PH/tw Wh CITY COUNCIL. AGEN .... .. .. AGENDA ITEM TO: FROM: SUBJECT: SITUATION: REPLACEMENT AWkENDA ITEM G.2. 46r January 18, 1978 James S. Mocalis, City Manager Pamela Hallan, Administrative Aide APPLICATION FOR HISTORIC PRESERVATION ACT GRANT (HARRISON HOUSE) Previously, I had submitted a resolution asking the Council to authorize the application for funds for the restoration of the Parra Adobe, a building located one mile east of the San Diego Freeway on Ortega Highway. On Tuesday, January 17, I was informed by the State Office of Historic Preservation that there may be sufficient funds this year, in the amount of $20,000 for the restoration project in addition to the planning project, eliminating the necessity to apply for the Parra Adobe development grant for next year. Instead, I would like permission to apply for Phase III of the project, which is the construction of public restrooms to serve the Parra Adobe. These facilities are to be located in an existing building on the site, the Harrison House. In addition, some structural work may be necessary in the Harrison House to meet safety standards. FINANCIAL CONSIDERATIONS: The Historic Preservation Act Grant Program requires a 50-50 match. This match can be in the form of the value of the property, if that property is donated to the City. In this case, both the Parra Adobe and adjacent Harrison House are being donated to the City along with an acre of land surrounding them. It was my intention to use the value of the land as the City's match for the Parra development grant. The value of the property may be sufficient to cover both the Parra and Harrison House grants, partially or totally. If not, all or part of the $47,000 hudgetedthis year for both projects could be used as our local match. ALTERNATE ACTIONS: 1. Adopt the resolution as submitted. 2. Request further information. 3. Take no action. RECOMMENDATION: By motion, adopt the resolution as submitted. (:Re submitted, Pamela Hallan PH:jh FOR CITY COUNCIL AGENDA - *.- - - - C-2 Z STATE OF CALIFORNIA ) 1 COUNTY OF ORANGE ) as. { CITY OF SAN JUAN CAPISTRANO ) fIf I, MARY ANN HANOVER, City Clerk of the City of San Juan j Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 78-1-18-3 , adopted by the City Council of the City of San JuanCapistrano, California, at a regular meeting thereof held on the 18th day of January 1 1978 . ! (SEAL)i.i/-moi._ �7� ,P 4,� "MARY ANN HANOVER, CITY CLERK STATE OF CALIFORNIA ) COUNTY OF ORANGE ) as. AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) MARY ANN HANOVER, being first duly sworn, deposes and says: That she is the duly appointed and qualified City Clerk of the City of San Juan Capistrano; That in compliance with State laws of the State of California and in further compliance with City Resolution No. 76-12-15-10 and on the day of 1978, she caused to be posted: RESOLUTION NO. 78-1-18-3 being: GRANTS-IN-AID FUNDS FOR HARRISON HOUSE A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING THE APPLICATION AND THE PROJECT AGREEMENT FOR HISTORIC PRESERVATION GRANTS-IN-AID FUNDS FOR THE HARRISON HOUSE PROJECT in three (3) public places in the City of San Juan Capistrano, to wit: The Administration Building; The Post Office; The Orange County Public Library. -2- MARY ANN HANOVER, City Clerk San Juan Capistrano, California 9 RESOLUTION NO.78-1-18-3 GRANTS-IN-AID FUNDS FOR HARRISON HOUSE A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING THE APPLICATION AND THE PROJECT AGREEMENT FOR HISTORIC PRESERVATION GRANTS-IN-AID FUNDS FOR THE HARRISON HOUSE PROJECT WHEREAS, the Congress under Public Law 89-665 has authorized the establishment of a National Historic Preservation Grants -in -Aid Program, providing matching funds to the State of California and its political subdivisions for historic preservation, survey, planning, development and acquisition projects; and, WHEREAS, the State Department of Parks and Recreation is responsible for the administration of the program within the state, setting up necessary rules and procedures governing application by local agencies under the program; and, WHEREAS, said adopted procedures established by the State Department of Parks and Recreation require the applicant to certify by resolution the approval of applications and the availability of local matching funds prior to submission of said applications to the state. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of San Juan Capistrano hereby: 1. Approves the filing of an application for the National Historic Preservation Grants -in -Aid assistance for Harrison House project; and 2. Appoints the City Manager or his authorized deputy as agent of the City to coordinate and \ process all ancillary documents within the scope of the attached application, and authorizes said agent to execute on behalf of the City the attached Project Agreement; and 3. Agrees that all required local matching funds will be provided for the project. PASSED, APPROVED AND ADOPTED this 18th day of January , 1978, by the following vote, to wit: AYES: Councilmen McDowell, Friess, Nash ,and Mayor Heckscher NOES: None ABSENT: Councilman Sweeney YVON O. HECKSCHER, MAYOR ATTEST: CITY CLERK -1- • • > 3 AGENDA ITEM TO: James S. Mocalis, City Manager FROM: Pamela Hallan, Administrative Aide SUBJECT: Application for Historic Preservation Act Grant (Parra Adobe) SITUATION: January 18, 1978 Last year the City Council authorized staff to apply for a $3,500 Historic Preservation Act Grant to do plans, specifications, and stabilization (Phase I) of the Parra Adobe. The structure, located one mile east of the San Diego Freeway on Ortega Highway, will be deeded to the city by Maurer Development Company when the final tract map is recorded for tract 7673, Phase I work will begin as soon as the structure is deeded to the City. It is now time to apply for Phase II, the construction portion, of the project. We would like to apply for $40,000, the maximum amount allowable. If actual cost estimates show that the project will cost less, we can amend our application at a later date. The proposed use of the building remains the same, an interpretive center, however, the maintenance and operation of the building may be assumed by the Capistrano Indian Council. A leter outlining the Council's proposal will be submitted at a later time. FINANCIAL CONSIDERATIONS: The full matching amount, $40,000 has been budgeted for this project. However, the program allows applicants to use the appraised value of the donated land as their match. We intend to use the appraised value as our match, supplementing, if necessary, from the budgeted amount. ALTERNATE ACTIONS: 1. By motion, adopt the resolution as submitted. 2. Request further information. 3. Take no action. RECOMMENDATION: r,•. By motion, adopt the resolution as submitted. Yw Res ectfully submitted, Pamela Hallan PH:pes FOR CITY COUNCIL AGENDA ......... RESOLUTION NO. GRANTS-IN-AID FUNDS FOR PARRA ADOBE A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING THE APPLICATION AND THE PROJECT AGREEMENT FOR HISTORIC PRESERVATION GRANTS-IN-AID FUNDS FOR THE PARRA ADOBE PROJECT WHEREAS, the Congress under Public Law 89-665 has authorized the establishment of a National Historic Preservation Grants -in -Aid Program, providing matching funds to the State of California and its political subdivisions for historic preservation, survey, planning, development and acquisition projects; and, WHEREAS, the State Department of Parks and Recreation is responsible for the administration of the program within the state, setting up necessary rules and procedures governing application by local agencies under the program; and, WHEREAS, said adopted procedures established by the State Department of Parks and Recreation require the applicant to certify by resolution the approval of applications and the availa- bility of local matching funds prior to submission of said applications j to the state. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of San Juan Capistrano hereby: 1. Approves the filing of an application for the National Historic Preservation Grants -in -Aid assistance for Parra Adobe project; and 2. Appoints the City Manager or his authorized deputy as agent of the City to coordinate and process all ancillary documents within the scope of the attached application, and authorizes said agent to execute on behalf of the City the attached. Project Agreement; and 3. Agrees that all required local matching funds will be provided for the project. PASSED, APPROVED AND ADOPTED this day of , 1978, by the following vote, to wit: AYES: NOES: ABSENT: ATTEST: CITY CLERK YVON O. HECKSCHER, MAYOR -1- STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. , adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the day of 1978. (SEAL) MARY ANN HANOVER, CITY CLERK STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) MARY ANN HANOVER, being first duly sworn, deposes and says: That she is the duly appointed and qualified City Clerk of the City of San Juan Capistrano; That in compliance with State laws of the State of California and in further compliance with City Resolution No. 76-12-15-10 and on the day of , 1978, she caused to be posted: RESOLUTION NO. being: GRANTS-IN-AID FUNDS FOR PARRA ADOBE A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING THE \ APPLICATION AND THE PROJECT AGREEMENT FOR HISTORIC PRESERVATION GRANTS-IN-AID FUNDS FOR THE PARRA ADOBE PROJECT in three (3) public places in the City of San Juan Capistrano, i to wit: The Administration Building; The Post Office; The Orange County Public Library. MARY ANN HANOVER, City Clerk San Juan Capistrano, California k i li 'k -2- 61 32400 PASEO ADELANTO SAN JUAN CAPISTRANO. CALIFORNIA 92675 t PHONE 4931171 March 10, 1980 Miles and Kelly Construction Company, Inc. 1292 Cameo Drive Tustin, California 92680 Re: Award of Contract - Harrison House Rehabilitation Gentlemen: At their meeting of March 5, 1980, the City Council took action to award the contract for the rehabilitation of the Harrison Farmhouse to your company at $76,520. Enclosed are two copies of the contract. Please sign both copies and return the "City Copy" to this office with all required bonds and insurance. The contract documents are to be executed by your company within 15 days of this notice. I am enclosing Pages 30, 31, 43 and 44 of the bid document for your information. Please note the provision on Page 30 for bonds required by the City and the insurance provisions on Page 43 which must be met before the contract is effective. If I can be of any help to you, please do not hesitate to call. Thank you for your cooperation. Very truly yours, (MRS) MAR ANN HANOVER, CMC City Clerk MAH/cj Enclosures cc: Director of Public'Works STATE COMPENSATION I N S U R A N C E FUND This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term, or condition of any contract or other document with respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies. �� PRESIDENT STATE COMPENSATION P.O. BOX 807, SAN FRANCISCO, CALIFORNIA 94101 INSURANCE FUND September 25, 1980 RECEIVED CERTIFICATE OF WORKERS' COMPENSATION INSURANCE SEP ZG 1 37 PH 100 Pam Hallan C17 ( OF City of San Juan Capistrano SAN JUAN 32400 Paseo Adelanto C A P i S T R C l� San Juan Capistrano, California 92675 This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon ten days' advance written notice to the employer. We will also give you TEN days' advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term, or condition of any contract or other document with respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies. 583039-80 9/30/80-9/30/81 � 01—� - EMPLOYER ' PRESIDENT Miles $ Kelley Construction Company Inc. 1292 Cameo Drive Tustin, California 92680 SCIF FORM 262A (REV. 9-76) JOB: For rehabilitation for adaptive use of Harrison Farmhouse r / 4. 1r ..M r w •j 32400 PASEO AOELANTO SAN JUAN CAPISTRANO CALIFORNIA 92675 PHONE 4931171 October 22, 1980 Miles & Kelley 1292 Cameo Drive Tustin, California 92680 RE: Completion of Harrison Farmhouse Rehabilitation Gentlemen: Enclosed is a copy of Resolution No. 80-10-1-8, which was adopted by the Citv Council at their meeting of October 1. The Resolution accepts the work completed for the Harrison Farmhouse Rehabilitation in the amount of $89,699. The Council directed that the balance due in the amount of $7,977.60 be payable immediately. The 10% retention will be payable upon 35 days from recording of the Notice of Completion. The Notice was recorded on October 13, 1980; therefore, the final payment in the amount of $8,969.90 may be released on November 17, 1980. Very truly yours, L, (MRS) MARY ANN HANOVER, CMC City Clerk MAH/lrr Enclosure cc: Pam Hallan Director of Administrative Services • VCl� /� , �I/!�lllllf � �C�G/1J776 V F 32400 PASEO ADELANTO RECEIVED ED SAN JUAN C APISTRANO. CALIFORNIA 92675 n^I'� I 4 �N A D�/ '89 vY F C1 `PHONE 693-1171 i C Y T: SAN hJAN CAP; R October 2, 1950 Recorder's Office County of Orange P.O. Box 233 Santa Aua, California 92702 Gentlemen: Re: Notice of Completion - Harrison Farmhouse The following document(s) is enclosed for recordation: Notice of Completion for Harrison Farmhouse Rehabilitation When placed of record, please return said document(s) to this office. Enclosed also is a duplicate copy of this letter. Please stamp Book and Page Numbers and date of recording on the letter and return it to this office in the enclosed stamped, self-addressed envelope at your earliest convenience. Thank you for your cooperation. Very truly yours, f 7ary (Mrs.) Ann Hanover City Clerk MA11/ DOCUMENT NUMBER 'O Enclosures BOOK NUMBER 137197 PAGE NUMBER DATE ( /,- 4, Ul�� 1�,1(I// ,�lllJl ��l/rlllll>l6 r 32400 PASEO AOELANTO SAN JUAN CAPISTRANO, CALIFORNIA 92675 PHONE 493.1171 August 8, 1980 Miles and Kelley 1292 Cameo Drive Tustin, California 92680 Re: Harrison Farmhouse - Change Order No. 5 Gentlemen: At their meeting of August 6, 1980, the City Council took action to approve Change Order No. 5, a time extension to September 1, 1980, for provision of electrical service to the Harrison Farmhouse. If you have any questions, please do not hesitate to call. Verytruly /yours, (MRS) MARY ANN HANOVER, CMC City Clerk MAH/cj cc: Pam Hallan 1 32.400 FASEO ADELANTO SAN JUAN CAPISTRANO, CALIFORNIA 92675 PHONE 4931171 July 7, 1980 Miles and Kelley 1292 Cameo Drive Tustin, California 92680 Re: Change Order - Harrison Farmhouse Gentlemen: At their meeting of Juiy 2, 1980, the City Council took action to approve Change Order No. 4 for a 30 -day time extension to August 14, 1980 for completion of additional site work. If you need any additional information, please do not hesitate to call. Very truly yours, (MRS) MARY` ANN 11ANOVER, CMC City Clerk MAH/cj cc: Director of Public Works (The Attaching Clause need be com*bly When this endorsement is issued subsequent to preparAthe policy.) G116 LIABILITY ISO G116 ADDITIONAL INSURED (Owners or Contractors) This endorsement modifies such insurance as is afforded by the provisions of the policy relating to the following: COMPREHENSIVE GENERAL LIABILITY INSURANCE MANUFACTURERS' AND CONTRACTORS' LIABILITY INSURANCE This endorsement, effective MARCH 5 1980 (1a :ol V M., standard time) issued to MILES & KELLEY CONSTRUCTION CO., INC. by WEST AMERICAN INS. CO. Name of Person or Organization (Additional Insured) CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 Premium Bases Bodily Injury Liability Property Damage Liability Cost Cost forms a part of policy No. KVW500427 KAW500427 LXC515996 L 9452 tEd 1-za) Location of Covered Operations HARRISON FARMHOUSE REHABILITATION Rates Advance Premium $100 of cost $I Do of cost Total Advance Premium It is agreed that: 1. The "Persons Insured" provision is amended to include as an insured the person or organization named above (hereinafter called "additional insured"), but only with respect to liability arising out of (1) operations performed for the additional insured by the named insured at the location designated above or (2) acts or omissions of the additional Insured In connection with his general supervision of such operations. 2. None of the exclusions of the policy, except exclusions (a). (c), (f), (g), (i), (j) and (m), apply to this insurance. 3. Additional Exclusions This insurance does not apply: (a) to bodily injury or property damage occurring after (1) all work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured at the site of the covered operations has been completed or (2) that portion of the named insured's work out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project, (b)to bodily Injury or property damage arising out of any act or omission of the additional insured or any of his employees, other than general supervision of work performed for the additional insured by the named insured; (c) to property damage to (1) property owned or occupied by or rented to the additional insured, (2) property used by the additional insured, (3) property in the care, custody or control of the additional insured or as to which the additional insured Is for any purpose exercising physical control, or (4) work performed for the additional insured by the named insured. 4. Additional Definition When used in reference to this insurance, "work" includes materials, parts and equipment furnished in connection therewith. Ah �1 Ah _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - - - - _ _ _ _ _ _ _ - - Form L - 670 1-79 Calif. \ i Ter#ifiratr of 3nsuronrr THIS IS TO CERTIFY that the company indicated by an "X" has issued the policy or policies described below. 'This certificate or verification of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term, or condition of any contract or other document with respect to this be the insurance by the described herein which certificate or verification of insurance may Issued or may pertain, afforded policies is subject to all the terms, exclusions and conditions of such policies.' ❑ THE OHIO CASUALTY INSURANCE COMPANY ® AMERICAN FIRE AND CASUALTY COMPANY ❑ WEST AMERICAN INSURANCE COMPANY CERTIFICATE ISSUED TO NAMED INSURED and ADDRESS sed ADDRESS (NAME I MILES & KELLEY CONSTRUCTION CO., INC.] CITY OF SAN JUAN CAPISTRANO 1292 CAMEO DRIVE 32400 PASEO ADELANTO TUSTIN, CA 92680 SAN JUAN CAPISTRANO, CA 92675 II L J L DESCRIPTION OF OPERATIONS LOCATION OF OPERATIONS HARRISON FARMHOUSE REHABILITATION KIND OF POLICY POLICY LIMITS 01 LIABILIM INSURANCE NUMBER PERIOD BUBILY INJURY PROPERTY DAMAGE COMPREHENSIVE MW500427 From 9-30-79 $300 ,DDO Each occurrence $ 100 ,000 Each occurrence GENERAL To 9-30-82 $300 ,000 Aggregate $ 100 ,000 Aggregate LIABILITY MANUFACTURERS' AND From $ ,000 Each occurrence $ ,000 Each occurrence CONTRACTORS' LIABILITY To $ ,000 Aggregate OWNERS', LANDLORDS' From $ ,000 Each occurrence $ ,000 Each occurrence AND TENANTS' LIABILITY To $ ,000 Aggregate CONTRACTUAL From $ ,000 Each occurrence $ ,000 Each occurrence LIABILITY To $ ,000 Aggregate COMPLETED GPERATIOKS KMW500427 From 9-30-79 $300 ,000 Each occurrence $ 100 ,000 Each occurrence AND PRODUCTS LIABILITY To 9-30-82 $300 ,000 Aggregate $100 ,000 Aggregate OWNERS' OR CONTRACTORS' From $ ,000 Each occurrence $ ,000 Each occurrence PROTECTIVE LIABILITY To $ ,000 Aggregate COMPREHENSIVE KAW500427 From 9-30-79 $300 ,000 Each person $ 100 00 Each occurrence AUTOMOBILE To 9-30-80 $500 ,000 Each occurrence LIABILITY OTHER: From To UMBRELLA LXC515996 Tam 1-3-80 $ 000,000 Single Limit MOLT>•PEAJL From 1 —3-8 1 Each occurrence To $ .DDD Aggregate WORKMEN'S WC59935 From 9-30-79 COMPENSATIONSTATUTORYSTATE(S) COMPENSATION To 9— Employers' ility — $ In the event of cancellation of these policies written /nbQWiill b 'mai-led,to a pasto whom this Certificate iissue X4W(9(+fi1EIkWj(kX9F9C1k4F9tk'XXSfR'RRh9fX�'XXfR�9CR9CXJRXsiPX E L & ASSOC. DATE: 3-13-80 BY J'� i ORIZED REPRESIMATIYE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - - - - _ _ _ _ _ _ _ - - Form L - 670 1-79 Calif. \ i 'FP,1515 ID ' VI 5/SO V- 10 0.r" 4(0.c)z) *K�-u.eA&j*tf- S-JB� A uj JAGS P14N5/-Spws �Qjt>w i,ji 0) N E 3 S -z' 9 zea 7 7o 999<- -7 7 -Po bL4 0 MEMORANDUM TO: Mayor and City Council FROM: Mary Ann Hanover, City Clerk DATE: August 9, 1979 SUBJECT: Harrison House Fund 0 Mrs. Byrnes has deposited a check in the amount of $269.93 for the Harrison House renovation. The check is from the Historical Society and represents the proceeds from the Barbeque held on July 12, 1979, honoring the State Historical Commission. Respectfully submitted, Mary nn H over cc: City Manager Director of Administrative Services (enclosure) CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY STATE OF CALIFORNIA SPECII"ICATIONS, SPECIAL PROVISIONS, AND CO -',!T!' -BCT DOCUMENTS REIIABILITAi'ION FOR ADAPTIVE USE O:P TIME HARRISON FARMHOUSE PR0.7ECT # 06-10746 Prepared by CHARLES HALL PAGE & ASSOCIATES, INC. JANES ` TIORPE LARRY BUCHIIEIM CITY COUNCIL I:ENNETH E. FRIESS, MAYOR W. D. MURPHY DIRECTOR OF PUBLIC WORKS 1979 PHIL LIP R. SCIWARTZE GARY L. HAUSDORFER 1 Rehabilitation for Adaptive Use of the Harrison FarriL Ouse ' City of San Juan Capistrano Public Works Department ' ERRATA #1 December 26, 1979 t Notice: The provisions for the Contract Documents for the Rehabilitation of the Harrison Farmhouse, shall be superseded and modified by the pro- visions of the ERRATA dated December 26, 1979 which shall be incorporated ' as a. part of the Contract Documents. 1 The following items in the Special Provisions shall be changed as noted below. In each case, the section number paragraph or subparagraph referred to in the Special Provisions shall be deleted and replaced with ' the paragraph or subparagraph shown in this ERRATA. 1Vhere the Section nuker paragraph or subparagraph shown below does not exist in the Special Provisions, it shall be added to the Special Provisions. ' A. Section 1A.01 - Definitions 12. All references in these documents to "The General ' Conditions", or "Supplementary General Conditions" shall refer to the General Provisions pp. 23-62. 13. "Architect" shall be interpreted to read "Engineer or Architect". ' B. Section 7E.04 - Materials A. "Whisper Cool" 12" diameter turbine ventilators ' (Total 2) ' C. Section 7G.12 - Acrylic Rohn and Haas Plexiglas. Lens Color: Bronze #2540. Double lens. D. Section 7G.13, 7G.14, and 7G.15 shall, be deleted and replaced ' with: Section 7G: Part 3 - Execution 7G.13: Installation - install on wood roof curb as shown on ' drawings and as per mranufacturer's recommendations. E. Section SC.05 - Materials 3. Weatherstripping ' A. Door: ' 1. Pemko door shoe >`r215AV or #216AV size to fit door Pemko #70D at door jamb and head. 2. Location: All exterior doors. ' B. Window ' 1. Head, jamb, and sill members: Pemko 2PB. 2. Meeting rail: Pemko 1.OB and 11B. 3. Location: All exterior double -hung windows. ' F. Section 9A.07 A. Gypsum Board: ' 1. Sheetrock 1/2" or 5/8" thick type "X" as shown on drawing. ' 2. Location: As shown on drawings. G. Section 9B: Painting H. Section 9B.15 - Surface Preparation 5. Sandblasting ' a. Sandblasting shall be the lightest possible pressure and spray to achieve removal of dirt, paint or wall- paper, without extensive damage to the existing ' wood surfaces. b. Prior to sandblasting a small sample area shall be sandblasted for approval by Engineer. C. Protect all surfaces not to be sandblasted from ' damage. d. After sandblasting, thoroughly remove all loose particles and dust from sandblasted surfaces and ' surrounding areas. ' I.' Section 9B.17 - Finish Systems 4. New Galvanized Metal: including new furnace flue and ' turbine ventilators. (Take care in painting ventilators not to damage or alter turning mechanism.) I 1 L d I A. Wash with Fuller -O'Brien Galvanprime,,followed by water. B. One coat 221-12 Zi.ncDust - Zinc Oxide primer. C. 7Wo coats: 161 -XX Weather -King latex house paint or 639 -XX Ultra -Color interior -exterior semi -gloss latex enamel. D. Color: Dark Brown. J. Section 9B.17 - Finish Systems 7. Interior wall and trim surfaces in bathrooms. A. One coat 220-07 Enamel Undercoat B. One coat mixture 220-07, 221 -XX. C. Two coats 221 -XX Alkyd Gloss Ihamel D. Take care to fill all cracks and openings in wood- work with paint, particularly around bathroom fix- tures. The work shall be inspected and approved by the Building Inspector prior to conpletion. K. Section 9D.04 - Materials B. Sheet Vinyl Flooring: Armstrong Vinyl Corlon sheet flooring; "Seagate". L. Section 9D.06 - Installation ' C. Underlayment: Provide underlayment as reconmended by manufacturer. 1 1-3* TABLE OF CONTENTS NOTICE INVITING BIDS . . . . . . . . . . . . . . 1 BID PROPOSAL. . . . . . . . . . i . . . . . . . 4. NON -COLLUSION AFFIDAVIT . . . . . . . . . . . 7 DESIGNATION OF SUB -CONTRACTORS. . . . . . . . . 8 INSTRUCTION TO BIDDERS . . . . . . . . . . . . . 9 CONTRACT . . . . . . . . . . . . . . . . . . . . 15 BID BOND . . . . . . . . . . . . . . . . . . . . 18 FAITHFUL PERFORMANCE BOND . . . . . . . . . . . 19 LABOR AND MATERIAL BOND . . . . . . . . . . . . 20 AFFIRMATIVE ACTION DOCUMENTS. . . . . . . . . . 21A GENERAL PROVISIONS. . . . . . . . . . . . . . 22 SPECIAL PROVISIONS: 1A GENERAL REQUIREMENTS. . . . . . . . . . 63 2A DEMOLITION CLEARING & GRUBBING. . . . . A 2B EARTHWORK . . . . . . . . . . . . . . . 70 2C ASPHALT PAVING . . . . . . . . . . . . . 71 3A CONCRETE FORMWORK . . . . . . . . . . . 72 3B REINFORCING STEEL . . . . . . . . . . . 74 3C CAST IN PLACE CONCRETE. . . . . . . . . 76 4A NEW BRICK MASONRY & MORTAR. . . . . . . 79 6A ROUGH CARPENTRY . . . . . . . . . . . 81 6B FINISH CARPENTRY. . . . . . . . . . . . 85 7A BUILDING INSULATION . . . . . . . . . . 87 7B ASPHALT ROOF SHINGLES . . . . . . . . . 88 7C FIRE RETARDANT WOOD SHINGLES. . . . . . 89 7D F.LASHING & SHEET METAL. . . . . . . . . 90 7E TURBINE ROOF =ILATORS . . . . . . 92 7F CAULKING . . . . . . . . . . . . . . 93 7G SKYLIGHTS . . . . . . . . . . . . . 95 8A WOOD WINDOW'S . . . . . . . . . . . . 98 8B WOOD DOORS . . . . . . . . . . . . . 99 8C FINISH HARDWARE . . . . . . . . . .100 8D GLASS $ GLAZING . . . . . . . . . .102 9A GYPSUM DRYDdALL . . . . . . . . . .104 91i EXTERIOR PAINTING . . . . . . . . .106 9C CARPETING . . . . . . . . . . . . .111 9D RESILIENT FLOORING . . . . . . . . .113 9E WOOD FLOORING REFINISHING . . . . .115 10A TOILET & BATH ACCESSORIES . . . . .116 11A KITCHEN EQUIR; ENT . . . . . . . . .117 12A WINDOW TREATMENT . . . . . . . . . .118 15A PLUMBING . . . . . . . . . . . . . .119 15B MECHANICAL . . . . . . . . . . . . .124 16A ELECTRICAL . . . . . . . . . . . . .126 I 1 I N O T I C E I N V I T I N G B I D S Public notice is hereby given that the.City of San Juan Capistrano Will up to 2:00 P.M., on the day of IC?2'p-- receive sealed proposals or bids for the RF tABIL1 ATI0% FOR AP. PTNF. USE _ nr MIS HARRISON FATMEnnSE , in accordance with the approved plans and specifications on file in the office of the City Clerk of the City of'San Juan Capistrano, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. Bids will be received until the time herein- before stated at the San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided_ within these specifications. Each proposal or bid must be accompanied by a'certified check, cash, cashier's check or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the amount. ' A pre-bid conference is scheduled for 10:00 a.m, on the )_day Of �4,A—&lcit leo , at the City offices. The contractor shall have ' the opportunity for clarification or interpretation of any point or. points of question within the plans and contract documents or specifi- cations. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the pro-. eeedings, for the City shall not disseminate any records of the con- ference. Exclusive of written addendums and this pre-bid conference, the City shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a faithful performance bond equal The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to said City in the event such s:ircessful bidder fails to enter intothe required contract within 25 days after ' the written notice that said contract has been awarded to him for the work. ' A pre-bid conference is scheduled for 10:00 a.m, on the )_day Of �4,A—&lcit leo , at the City offices. The contractor shall have ' the opportunity for clarification or interpretation of any point or. points of question within the plans and contract documents or specifi- cations. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the pro-. eeedings, for the City shall not disseminate any records of the con- ference. Exclusive of written addendums and this pre-bid conference, the City shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a faithful performance bond equal ' in the amount of one hundred percent (100110) of the contract price and a labor and materials bond equal in the amount of one hundred percent ' (100%) of the contract price. The City Council reserves the right to reject any and all.bids ' received and to compare the relative merits of the respective bids and to choose that which in the opinion of said City will best serve ' the interests or needs of said City. The successful contractor shall provide the -engineer with a cost ' breakdown of his bid upon award of the contract.. This cost breakdown shall be used as the basis for all contract negotiations during the ' project. A time limit of a days has been set for the completion of the work, from the date of execution of the contract. CI' -2- R ' ■ BIDDERS ARE HEREBY.NOTIEIED TIIAT, pursuant to the Labor Code of the ' State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State'Department of Industrial ' Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. ' Copies of plans and specifications are on file in the office of the ' City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capi- strano, California. Copies of the plans and specifications for use in ' preparing bids may be obtained from the office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and - ' specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $10, non-refund- able, is reauired for obtaining each set of plans and specifications. ' Each bidder shall state the California Contractor's License Number o•f such bidder so bidding, as no bid will. be accepted from, a Contractor ' who has not been licensed in accordance with the provisions of the laws of the State of California .relating to the licensing of Contractors. This Notice is hereby given and published by order of the City ' Council of the City of San Juan Capistrano, and is dated this 29th day of January 1980. ' City ClerR/ City of San Juan Capistrano ' Orange County, California NOTE: All reference to bid bonds being returned is incorrect. Bid bonds are not returned --only checks and cash. 1 1 -3- • it1�3�t �L�o�� o tT}t}FRS ' Securing Documents. Plans, specifications and other contract documents will be available for examination without charge and copies maybe secured in accordance with the "Notice Invi;.ing Bids." Examination of Plans, Specifications and Site of Work. The bidder is required to examine the site of work, the proposal, the plans and the specifications very carefully. He shall satisfy himself . as to the character, quality and quantities of the work to be perfor.:,ed, the materials to be furnished and the requirements of the Contract Documents. The plans for the work show conditions as they are believed to exist, but it is not to be inferred that all the conditions as shown thereon are actually existent, nor shall the City or any of its officers ' or agents be liable for any loss sustained by the Contractor as a result of any variance between conditions shown on the plans and actual conditions revealed during examination or progress of the wor::. The submission of a proposal shall be prima facie evidence that the bidder has made such an examination. Interpretation of Drawinas and Documents. If any bidder should find discrepancies in, or omissions from, the drawings, specifications or other proposed contract documents, or if ' he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its ' prompt delivery. In the event that the Engineer receives such a request and it should ' be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points ' requiring clarification in the drawings or documents, a written addendum 1 t will be mailed to each person to whom a set of contract documents has been delivered. The City will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. Addenda or Bulletins. The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the contract docu- ments and shall be returned with them. Before submitting his bid, each Bidder shall inform himself -as -to whether or not any such addenda have been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and result in its rejection_. Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the ' signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. I -10- I Disquali±ication of niddPrs. No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub -proposal to is a bidder, or who has quoted prices on materials to in a. bidder, not hereby disqualified from submitting a bid his own behalf. IProposals. Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the ' signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. I -10- I 0 C.' Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as ' required 'hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. ' D.. The City may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equip- ment and references properly and fully filled out. F 1 Each bidder shall list his proposed sub -contractors on the form accompanying the proposal in accordance with the provisions of the specifications. Each bidder must accompany his bid with either a cashier's check upon some responsible bank, or a properly certified check upon such bank, or an approved corporate surety bond payable to the City for such a sum of not less than ter. (10) percent of the aggregate suri of_ the bid, which check or bond and the monies represented thereby shall be held by the City as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. The bidder agrees that, in case of his refusal or failure to execute said contract and give bonds within the time required by these docu- ments, such check or bond, and the money represented thereby, shall remain the property of the City and, if the bidder shall fail to execute said contract, said surety will pay to the City the damages which the City may suffer by reason of such failure, not exceeding the sum of ter. (10) percent of the amount of the bid. A bid received and not accompanied by such cashier's check, certified check, or approved bond shall be rejected. G. Bids shall be delivered to the City at the location stipulated, on or before the day and hour set for the opening of bids, as herein- before specified in the "Notice Inviting Bids." Bids shall be enclosed in a sealed env -.;lope bearing the title of the work and the name of the bidder. -11- Liccnsinn of Contractor All person,, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. ' 'Withdrawl of Bids. Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing tine for receipt of bids. ' O ening Bid p _,. of Proposals. ' The City will, in open session, publicly open, examine, and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders ' The contract for the work will be awarded to the lowest responsible bidder complyin.- with these instructions and with the "Notice Inviting ' Bids." The City, however, reserves the right to reject any or all bids and to waive any nonconformity in the bids received. ' The bidder to whom the award is made shall execute a written contract with the City and furnish the stipulated bonds and bid breakdown within ' fifteen (15) days after the notice of award -of contract. The contract shall be made in the form adopted by the City. The release of success- ful bidders' surety deposit, as previously.stipulated, shall be made upon the City's acceptance of the Labor and Materials Bond and the ' Faithful Performance Bond. If the bidder to whom the award is made fails to enter the contract as herein provided, the award may bi- annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill ' . -12- or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids. ' No bidder may withdra;• his bid for a period of forty-five (45) days after the date set for the opening of bids. The contract for the ' work will either be awarded or the bids rejected within the forty-five (45) days from the date set for the opening of bids. ' The contract for the work will be awarded to the lowest responsible bidder complyin.- with these instructions and with the "Notice Inviting ' Bids." The City, however, reserves the right to reject any or all bids and to waive any nonconformity in the bids received. ' The bidder to whom the award is made shall execute a written contract with the City and furnish the stipulated bonds and bid breakdown within ' fifteen (15) days after the notice of award -of contract. The contract shall be made in the form adopted by the City. The release of success- ful bidders' surety deposit, as previously.stipulated, shall be made upon the City's acceptance of the Labor and Materials Bond and the ' Faithful Performance Bond. If the bidder to whom the award is made fails to enter the contract as herein provided, the award may bi- annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill ' . -12- Bonds. . ' The successful bidder, simultaneously with the execution of the con- tract, will be required to furnish a Labor and Materials Bond in a sum not less than one hundred percent (1000) of the total amount payable ' by the terms of the contract and a faithful performance Bond in a sum not less than one hundred percent (1000) of the amount of the contract. Said bonds shall be secured from a surety company satisfactory to the City. Surety companies, to be acceptable to the City, must be author- ized to do business in the State of California and be -on the accredited ' list of the United States Treasury. ' Time of Performance. The work shall be commenced within fifteen (15) calendar days from the date of execution of the contract and shall be diligently prose- cuted until completed. A time limit of one hundred and twenty (120) ' calendar days from date of execution of the contract has been set for completion of the work. The bidder's attention is directed to the specifications as to provisions, for extension of time of completion ' and/or assessment of liquidated damages. . Assignment of Contract. No assignment by the contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and ' the surety has been given notice of such assignment in writing and has consented thereto in writing;. ' -13- every stipulation embraced herein, as if lie were the party to whom the first award was made. A corporation to which an award is made shall furnish evidence of its co orate existence and evidence that the officer signing the contract and bonds for the corporation is duly . authorized to do so. Bonds. . ' The successful bidder, simultaneously with the execution of the con- tract, will be required to furnish a Labor and Materials Bond in a sum not less than one hundred percent (1000) of the total amount payable ' by the terms of the contract and a faithful performance Bond in a sum not less than one hundred percent (1000) of the amount of the contract. Said bonds shall be secured from a surety company satisfactory to the City. Surety companies, to be acceptable to the City, must be author- ized to do business in the State of California and be -on the accredited ' list of the United States Treasury. ' Time of Performance. The work shall be commenced within fifteen (15) calendar days from the date of execution of the contract and shall be diligently prose- cuted until completed. A time limit of one hundred and twenty (120) ' calendar days from date of execution of the contract has been set for completion of the work. The bidder's attention is directed to the specifications as to provisions, for extension of time of completion ' and/or assessment of liquidated damages. . Assignment of Contract. No assignment by the contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and ' the surety has been given notice of such assignment in writing and has consented thereto in writing;. ' -13- Workmen and ti•?acres. ' Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages ' shall not be less than prevailing wage rates determined by the City pursuant to said Code and as listed in the "Notice Inviting Bids." Building Permits. It shall be the Contractor's responsibility to obtain all necessary ' permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. 1 ' � -14- I AFFIRMATIVE ?ACTION DOCUMENTS Compliance with affirmative action requirements is necessary 1 for projects which exceed $10,000 and are partially funded by Federal sources. The Harrison House restoration, located at 27782 Ortega Highway, San Juan Capistrano, will in part be funded by Historic Preservation Act funds (Project #06-10746) ' and by the City of San Juan Capistrano. The project includes structural reinforcement, repair of windows and doors, drainage and site work, installation of a new lighting system, and roof repair, all in accordance with the Secretary of the Interior's guidelines. During the performance of this contract, the contractor agrees ' as follows: 1) The contractor will not discriminate against any em- ' ployee or applicant .for employment because of race, creed, color, religion, sex, age, or national origin. The con- _ tractor will take affirmative action to ensure that ap- plicants are employed, and that employees are treated during employment without regard to their race, creed, color, religion, sex, age, or national origin. Such action shall include, but not be limited to, the follow- ing: Employment, upgrading, demotion or transfer; re- cruitment advertising; lay off 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 em�_Ioyees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of ' this nondiscrimination clause. 2) The contractor will, in all solicitations or adver- ' tisements for employees placed by or on behalf of the contractor, state that all qualified applicants will ' receive consideration for employment without regard to race, creed, color, religion, sex, age, or national origin. 3) The contractor will send to each labor union or re- presentative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting of- ficer, advising the labor union or workers' representa- tive of the contractor's commitments under Section 202 ' of Executive Order No. 11246 0£ September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. ' 4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of ' 21a 1 1 1 1 1 1 1 1 ■ FORMS DPR 356 — Monthly Manpower Utilization Report DPR 540 — Certification with Regard to the Filing of Required Reports in Previous Contracts or Subcontracts DPR 541 — Preconstruction Report on Contractors DPR 543 — Work Force Report DPR 545 — Subcontractors' Ceitification of Implementation of Area Plan 0 21c I I 1 1 1 11 the rules, regulations, and relevant orders of the Secre- tary of Labor. 5) The contractor will furnish all information and re- ports required by Executive Order No. 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 contract- ing agency and the Secretary of Labor for.purposes of investigation to ascertain compliance with such rules, regulations, and orders. 6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with proce- dures authorized in Executive Order No. 11246 of Septem- ber 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation or order of the Secretary of Labor, or as otherwise provided by law. 7) The contractor will include the provisions'of Para- graphs (1) through (7) 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 No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcon- tractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Pro- vided, however, that, in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or .vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States. The following forms must be used to comply with affirmative action requirements. Some forms apply only to firms with 50 or more employees. The City of San Juan Capistrano will pro- vide guidance and assistance in submission of applicable forms at their required time. If required, EEO -1 (Standard Form 100) must be submitted within 30 days from award of contract. 21b 'State of California — The Resources Aqency DEPARTMENT OF PARKS AND RECREATION MONTHLY MANPOWER UTILIZATION REPORT NAME OF PROJECT MO Yff PROJECT NVMUER 96 JOB COMP. EPORT PERIOD ROM: NAME & ADDRESS OF PRIME CONI FACTOR NAME AND LOCPTION OF COMPLIANCE AGENCY This report is required by Executive Order 11246, Section 203. Failure to report can Few lt in Sanctions which include ws- pension, termination, cancellation;, or debarment of contract. EPORTING COMPANY'S NAME — ADDRESS EST. COMPLETION DATE OF PROJECT TABLE A TOTAL MANHOURS FOR PROJECT 2 ?� A MANHOURS Or EMPLOYMENT TIRADEE- C U A 1JTAL R. BLACK CSPAN SURNAME O AMEN. INDIAN E, ASIAN F FILIPINO B MALE rEM MALE FW MALE FE. MALE FEM MALE FL' MALE FE' y 5 C o • T� 6 TOT A'. N0 7 TOTAL NJ Or MINORITY OF EMPLOYEES EMPLOYEES MALL FEN MALE FFM LADOREPS COSI IP M ENT OPERATORS p°_d J _ TRUCK DRIVERS T r IRONWORKERS J A CARPENTERS J A CEMENT MASONS J I A ELECTRICIANS J A J A I A J A- A 1 A _ TABLE B TOTAL MANHOURS IN PLAN AREA (INCLUDING THIS CONTRACT) L ADO RE RS EOUIPM ENT OPERATORS TRUCK DRIVERS !NONWORKERS CARPENTERS CEMENT MASONS ELECTRICIANS .IGNATLIRE A TITLE OF COMPANY OFFICIAL CEIVFU V, R E OR REP .IONATURE^-- DATE --- �PR 356 IRw. 1/77) IRoplm" FBF1RrM Form 2571 21d I I 1 i 1 INSTRUCTIONS FOR FILING MANPOWER UTILIZATION REPORT Reports must be submitted each month by the prime contractor and each subcontractor having contracts exceeding $10,000. Federal Homemwo Plan Projects — A report an both Tables A and A is renulred to be submitted by every prime and subcontractor every month. If no work is perfmmed, a negative report must be submitted by both the prime and the subcontractor. contractors not meeting plan goals on Table 0 must submit explanation below stating reasons for this failure. Reporting period — Shall be a or.e-month period from the lEth of one month to the 15th of the next month. (Adjust to conform with payroll period). Completed Form DPR 356 and explanation (if applicable) must be submitted to the Compliance Agency (local jurisdiction) by the 5th of the month following the reporting period. The reports are to be signed by a responsible official of the company and shall include the total man-hours worked for each employee level in each designated trade for Cie entire reporting period. INSTRUCTIONS FOR COMPLETING FRONT SIDE OF FORM DPR 356 Project Number . . . . . . . . . . . . . . . . . . . The number assigned to the project by the federal funding agency. %Completed . . . . . . . . . . . . . . . . . . . . Percent of work completed at the end of the reporting period. Compliance Agency . . . . . . . . . . . . . . . . . The local jurisdiction with whom the prime contractor has a contract. Prime Contractor . . . . . . . . . . . . . . . . . Any contractor who has a construction contract with the U.S. Government or Applicant (Sec OFCC Reg& 60 - 1.3). 1. Trade . . . . . . . . . . . . . . . . . . . . . It craft not shown, write name of craft in blank spaces. 2. Part 1 . . . . . . . . . . . . . . . . Use a check mark to indicate that the craft is signatory under Part 1. 3. Class . . . . . . . . . . . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (J - Journeyman, A - Apprentice, T - 7 eamsters, 00 . Owner Operators). 4. Man-hours of Employment . . . . . . . . . . . The total number of hours worked by all employees in each classification; and the total number of hours worked by each minority group (Black, Spanish Surname, American Indian, Asian, and Filipino) in each classification, 5. Percent of minority man-hours of total man-hours . . . . . . . . . . . . . . . . . The percentage of total minority man hours worked of all man-hours worked. (Journeyman and Apprentice). 6. Total number of minority employees . . . . . . . . Number of minority employees working on job and plan area during reporting period by Jor-neyman, Apprentice, male and female. 7. Total number of employees . . . . . .. . . . . . Number of all employees vie -king on job and plan area during reporting period by Journeyman, Apprentice, male and female. Explanation for Failure to Meet Craft Goals in Hometown Plan Area Signature of Company Officiail District Comments Only a 21e ' The bidder__ , proposed subcontractor , hereby certifies that 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 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. (Company) 7 L_ ' (Title) Date: ' NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (11), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which 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 CF R 60-1.7(b) (1) prevents the award of con- tracts 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. 1 DPR 540 (Rev. 2/77) 21f State of CnI iforn in —The Resources Agency ' DEPARTMENT OF PARKS AND RECREATION CERTIFICATION WITH REGARD TO THE FILING OF REQUIRED REPORTS ' IN PREVIOUS CONTRACTS OR SUBCONTRACTS ' The bidder__ , proposed subcontractor , hereby certifies that 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 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. (Company) 7 L_ ' (Title) Date: ' NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (11), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which 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 CF R 60-1.7(b) (1) prevents the award of con- tracts 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. 1 DPR 540 (Rev. 2/77) 21f ' State of California — The Resouaes Agency . DEPARTMENT OF PARKS AND RECREATION PRECONSTRUCTION REPORT ON CONTRACTORS ' Federally Assisted Projects , Participant (local agency) Project Name _ Project Number ' Prime Contractor Address _ ' - Phone Number ( ) ' Location Where Work to be Performed and County Amount of Contract Estimated Date Work to Start Estimated Date of Completion ' 1. Has contractor held prior federal or federally assisted contracts during the last two years? YES If yes, answer a. through d. ' E] NO If no, skip to Item No. 2. . (Attach extra sheet if additional space is needed.) a. Federal Agency or Grant Program b. Type of Work 'C. Location of Work d. Amount of Contract _ ' 2. Has contractor been reviewed by federal, state, or local agency pursuant to Executive Order 11246 as amended, within the past two years? CI YES CI NO if Yes, by what agency? �. ' 3. Indicate n a mes, addresses, phone numbers, trades and amount of identified subcontractors. (Attach extra sheet if additional space is needed.) 4. Have any subcontractors held prior federal or federally assisted contracts during the last two years? CI YES If yes, answer a, through e. NO If no, skip to Item No. S. 21g DPR 541 (Rev. 2/771 (Attach extra sheet if additional space is needed) a. Subcontractor - b. Federal Agency or Grant Program C. Type of Work d. Location of Work - e. Amount of Contract ' 5. Is the construction site covered by hometown special bid conditions? ❑ YES If yes, answer a. through c. ' ❑ NO If no, skip'to Item No. 6. ' a. I s the contractor signatory to the plan? CI YES �I NO b. List any identified subcontractors signatory to the plan: (Attach extra sheet if additional space is neaded). C. List the trades covered by the requirements of Part I: (Attach extra sheet if additional space is needed). 6. Is the construction site covered by an Imposed Plan? ❑ YES If yes, answer a. and b. ❑the contra r Isactor signatory to the plan? ❑ YES ❑ NO ' b. List any identified subcontractors signatory to the plan: Prepared by: (Signature and title of Contractor's Representative) (E.E.O. Officer) - Date Reviewed by: ISignature and Title of Local Agency Representative) Date ' 21h 1 1 1 1 1 1 1 1 State of Califomia — The Resources Agency DEPARTMENT OF PARKS AND RECREATION 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 establishmet,ts, 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 lie 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, timeelocks, 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 `.rom proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding 510,000 whicn 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. Company: - _ Title: _ 21i ' State of California-- The Resources Agency Approximate Peak DEPARTMENT OF PARKS AND RECREATION Employment Date: WORK FORCE REPORT Federally Assisted Project ,Participant (Local Agency) Prime Contractor Address Project Number �—REVIEWED DY; (Signature and Title of Local Agency Representative) ' [IBNATURE 21j DAT[ TABLE A TRADE TOTAL EXISTING WORK FORCE N � TOTAL OF VINO ROr TOTALJtMM EMPLOYEEMPLCIE yALI fALE FE -- V A. SPAN. SUANAM- 0. BLACK C AMER, INDIAN D. ASIAN [.FILIPINO F. OTNEB MINONIT 6. WHITE NATE fE4 MALE EEM MALE FEM MALE EEM HALE FLM MALE FEM, MALE FEM. RE P.5 f~I IPMENT J s�� ATO RS ' K DRIVERS T " 4WORKERS J A - PENTERS J ENT MASONS A J A _CTRICIANS MEN �■■UMEN M1 ■� 4 �i ■� iiINIMESEEM ■ =1 A J SIGNATURE & TiTLE OF COMPANY OFFICIAL _ A J — J _ 4 TOTAL I I _ �—REVIEWED DY; (Signature and Title of Local Agency Representative) ' [IBNATURE 21j DAT[ ISM ON IM INE _=moo �� ■ s�� MEN �■■UMEN M1 ■� �i ■� iiINIMESEEM ■ =1 TOTAL SIGNATURE & TiTLE OF COMPANY OFFICIAL �—REVIEWED DY; (Signature and Title of Local Agency Representative) ' [IBNATURE 21j DAT[ INSTRUCTIONS ' Existing Work Force — Table A . For each job category enter the total number of workers (male and female) employed by ethnic identification ' and level of work — journeyman, apprentice (J, A). Include all employees of the bidding contractor employed within the State of California, regardless of whether they will be employed on the construction project for which the bid is submitted. Do not include employees of any anticipated subcontractors. indicate tht total numbers of each identified minority group in the bottom row. Indicate total minorities, total whites, and total employees in each job category in the appropriate columns. Anticipated Work Force — Table B ' For each job category enter the total number of workers (male and female) by ethnic identification and level of work — journeyman, apprentice (J, A). Include all employees that will be working on the project only, including ' those to be employed by any subcontractor. If there isn't enough blank spaces to cover all the job categories to be listed under Table A or B, use additional forms (DPR 543). Just indicate "continued" at the tap of the form. If a job category other than journeyman or ' apprentice is to be listed, i.e., foreman, helper, cross out either J or A and use appropriate initial (F = foreman, H = helper). If you have another job category to use for a trade already printed on the Form such as carpenter — foreman, relist carpenter in one of the blank spaces, and change the "J" to ' Indicate the total numbers of each identified minority group in the bottom row. Indicate total minorities, total whites, and total employees in each job category in the appropriate columns. Indicate the date that peak employ- ment is expected _ C 1 DPR 543 1 21k V ' NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER -11246) ' 1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal. Equal Employ- ment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for female participation, expressed ' in percentage workforce in each trade on all construction work are as follows: ' Goals and Timetable for women - Goals ' Timetable Trade (in percentage) From April 1, 1978 until March 31, 1979 All 3.1 From April 1, 1979 until March 31, 1980 All 5.0 From April 1, 1980 until March 31, 1981 All 6.9 These goals are applicable to all the contractor's construc- tion work (whether or not it is Federal or federally assisted) ' performed in the covered area. The Contractor's compliance with the Executive Order. and. ' the regulations in 42 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 60-4.3(a), and its efforts to meet the goals established for the geographical area where the con- tract resulting from this solicitation is to be performed. The hours of female employment and training must be sub- stantially uniform throughout the length of the contract, and in each trade, and the contractor shall make a good faith effort to employ women evenly on each of its projects. ' The transfer of female employees or trainees from Contractor to Contractor or from project to project for the sole pur- pose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in ' 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed. 1 1 ' 211 Page 23 27 30 32 34 39 41 51 56 61 62 1 - GENERAL PROVISIONS INDEX Section Title ' 1-1 DEFINITIONS AND TERMS 1-2 PROPOSAL REQUIREMENTS AND CONDITIONS ' 1-3 AWARD AND EXECUTION OF CONTRACT 1-4 SCOPE OF WORK 1-5 CONTROL OF THE WORK 1-6 CONTROL OF MATERIALS . 1-7 LEGAL RELATIONS AND ' RESPONSIBILITIES ' 1-8 PROSECUTION AND PROGRESS 1-9 MEASUREME\: AND PAYMENT 1-10 GUARANTY 1-11 LABOR AND MATERIAL BOND ' -22- Page 23 27 30 32 34 39 41 51 56 61 62 ' 1-1.07 City Clerk The City Clerk of the City of San Juan Capistrano, Orange County, California. -23- i GENERAL PROVISIONS 1-1 DEFINITIONS AND TERMS Whenever the following terms or corresponding pronouns are used, either in these specifications or in any document or instrument wherein these specifications govern, the intent and meaning thereof shall be interpreted as follows: 1-1.01 Accented Bid The proposal formally accepted by the City Council as the basis for award of contract. 1-1.02 Approved, Acceptable, Satisfactory These words shall mean approved by, acceptable to or satisfactory to the Engineer, unless otherwise expressly stated. ' 1-1.03 Award of Contract The action taken by the City Council in formally ' accepting a bidder's proposal and awarding the contract. ' 1-1.04 Bid Bond ' The cash, check or bond accompanying the proposal submitted by the bidder as a guaranty that the bidder will, should the :ontract be awarded to 1im, enter into and execute a contract with the City for the performance of the work within fifteen (15) days after the agreement form is presented to him for signature. ' 1-1.05 Bidder An individual, firm, partnership or corporation formally submitting a proposal to perform or execute the work, acting either directly or throu;h an authorized representative. 1-1.06 City The City of San Juan Capistrano, Orange County, ' California. ' 1-1.07 City Clerk The City Clerk of the City of San Juan Capistrano, Orange County, California. -23- i ' 1-2.05 Bid Bond from any bidder, or Each proposal submitted under these specifications ' must be accompanied by cash, cashier's check, ' certified check or satisfactory bidder's bond made payable to the City of San Juan Capistrano in an amount bids are called not less than ten (10) percent of the total bid price ' of such proposal as a guaranty that the bidder, if his believing that any proposal be accepted, will enter into and execute the awarded contract within fifteen (15) -days after the interested in more agreement form is delivered to him for a signature ' or within such further time as may be granted by the City Council. Delivery shall be complete when a copy thereof is delivered personally to the Contractor or ' his authorized agent or representative, or when a copy thereof is placed in an envelope addressed to said ' Contractor at his last known address and deposited in the United States mail, at San Juan Capistrano, California, with the postage thereon fully prepaid. No proposal will be accepted unless such cash, check or ' surety bond is enclosed therewith.. Should any bidder to whom an award is made fail to properly enter into and execute the awarded contract, the cash, check or bond submitted with his bid and proposal in the amount ' equal to the difference between the lowest bid and the loi,,est bidder who will execute a contract shall be ' forfeited to, and become the l:roperty of, the City. 1-2.06 Withdrawal of Proposals ' Any bid may be withdrawn at any time prior to the time fired in the Legal Notice for the opening of bids only by written request for the withdrawal of the bid filed with the City Engineer or City Clerk. The request shall' be executed by the bidder or his duly authorized representative. The withdra,.eal of a bid does riot ' prejudice the right of the bidder to file a new bid. A bid will r not be received after the time fixed in the Legal Notice for the opening of bids, nor may any bid be withdrawn after that time. ' 1-2.07 Disqualification of. Bidders More than one proposal from any bidder, or combination ' thereof, under the same or different names will not be considered unless alternative bids are called for. Reasonable grounds for believing that any bidder, or combination thereof, is interested in more than one proposal for the work will cause the.rejection of all proposals in which such bidder, or combination thereof, is interested. A person, firm, or corporation who has submitted a sub -proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a sub -proposal .or quoting prices to other bidders. If there is reason to believe that collusion exists among bidders, none of the par- ticipants in such collusion will be considered in future proposals. 29- ' In selecting the 'lowest responsible bidder, consideration 1-3 AWARD AND EXECUTION OF CONTRACT ' 1-3.01 Award of Contract The award of the contract, if it be awarded, will be ' made to the lowest responsible and qualified bidder ' whose proposal complies with all the prescribed require- ' ments. Award will be based on any combination of low base bid and selected alternates. Such award, if made, ' will be made within thirty (30) days after the opening ' of the proposals and the bidder shall hold his proposal open to the City for said thirty (30) day period. ' Until an award is made,. the right will be reserved to ' reject any or all bids, and to waive technical errors or discrepancies, if to do so is deemed to best serve ' the interest of the City. All bids are to be computed on the basis of the given ' estimated quantities of work, as indicated in the proposal, multiplied by the upit prices as submitted by the bidders. In case of a discrepancy between the ' unit price and the extension thereof, the unit price shall prevail and the bids will be computed as indicated above and compared on the basis cf the corrected totals. ' In selecting the 'lowest responsible bidder, consideration will be given to the bidder's financial s-anding, his general competency for the performance of the work covered by the proposal and the size of previous jobs ' satisfactorily completed by him. Bidders may be ' required to present satisfactory evidence that then ' have been regularly engaged in the business, or are reasonably familiar therewith, and that they are fully prepared with the necessary capital, materials and machinery to complete the we rk to be contracted for, ' to the satisfaction of the City Council. Each bidder must be prepared to furnish, at the time of opening bids, a certified copy of his financial statement. ' 1-3.02 Contract Bonds The successful bidder will be required at the time of execution of the contract to furnish a Labor and Material Bond and a Faithful Performance Bond, each in an amount equal to one hundred (100) percent of the contract price. The forms of bonds required are enclosed herewith. Should an), surety or sureties upon said bonds or any of them become insufficient, the Contractor shall renew said bond or bonds with ' ccod and sufficient sureties within ten (10) days after receiving notice from the Engineer that the ' surety or sureties are insufficient. Thereafter, no 1 -30- Lei U 1 payment shall be made upon such contract to the contractor, or any assignee of the contractor, until such renewed bond or bonds have been furnished. -3.02 Bid Breakdown The successful bidder shall submit a tabulation of his bid prior to award of the contract. This tabulation shall be used as the basis of contract adjustments in case of project modifications. 1-3.03 Failure to Execute Contract Failure to execute the contract and file acceptable bonds, as specified in Section 1-3.02, and insurance certificates, as specified in Section 1-7.02, shall be just cause for the annulment of the award and the forfeiture of the bid bonds. Transfers of contract, or of interest in contracts, are prohibited. 1-3.04 Execution of Contract The contract shall be signed by the successful bidder and returned together with the required contract bonds and insurance certificates within fifteen (15) days after the agreement has been delivered to him for signature, as defined in Section 1-2.05. No proposal shall be considered binding upon the City until the execution of the contract. 0 -31- ■ ' 1-4 SCOPE OF WORK 1-4.01 Intent of Plans and Specifications The intent of the plans and specifications is to prescribe and provide for the complete and finished performance, in every respect, of the entire work or improvement indicated by the plans and specifications. ' The Contractor undertaking the execution of all or arty part of such work or improvement will be required ' to perform, construct and complete the same in a thorough, satisfactory and workmanlike manner in accordance with the provisions of the plans and speci- fications therefor. Unless otherwise specified, the ' Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work specified in the plans and specifications. ' 1-4.02 Removal of Obstructions ' All fences, buildings, unnecessary structures, pipe, trees, shrubs, debris, and other unclassified obstruc- tions or encumbrances of any kind or character encountered, and which if left in place would interfere with the proper performance, construction or completion or the work, or would impair its subsequent intended use, shall be removed by, and at the expense of the Contractor, unless otherwise provided by the specifi- ' cations, plans or proposal form. However, with resrect to any such obstructicn or encumbrance which is the property of the owner of a public utility or City fran- ' chise, attention is directed to the provisions of xhe- subsection hereof titled "Public Utilities." ' 1-4.03 Public Utilities The Contractor shall advise the Engineer if, to satisfactorily complete the work, it becomes necessary ' to remove, relocate or protect any facility of anr_- public utility or holder of City franchise, which was not shown on the plans or specifi.ea in the specifi- cations to be removed, relocated or protected by the Contractor. ' If the cost of such work must be borne by the owner of the facilities, the Engineer will notify the owner to move such facilities within a specified time and ' the Contractor shall not interfere with same If the cost of such work is not required to be borne by the owner of the facilities, the City shall bear ' all expenses therefor. It shall be understood that ' -32- for the proper completion,of the whole work contemplated. ' Only when ordered or approved by the Engineer in writing may any such changes be made and the same shall in no way affect or invalidate the contract. fhe Engineer's ' y written order will specify, in addition to the work to be done in connection with the change made, the adjustment of contract time, if any, and the basis of compensation for such work. 1-4.05 Final Clea-Uo Upon completion and before making application for acceptance of the work, the Contractor shall clean the street, borrow pits and all ground occupied by him in ' connection with the work of all rubbish, excess materials, temporary structures and equipment and all parts of the work shall be left in a neat and presentable condition. 1 U -33- in such cases the City shall have the option of doing such work with its own forces or permitting the work to be'done by the Contractor. The right is reserved to the State, County or City ' and to owners of public utilities and franchises to enter at any time upon any street, alley, right-of-way or easement for the purpose of making changes in their property made necessary by the work, and for the purpose ' of maintaining and making repairs to their property. ' The Contractor shall receive no additional compensation for delays to the work or expenses incurred by reason of the failure of a public agency or the owner of a public utility or franchise to move or relocate his ' property and under no, circumstances will such delay or expense be considered as the basis of a claim against the City on the contract. 1-4.04 Changes ' The City reserves the right to make such alterations, deviations, increases or decreases, additions to or omissions from the plans and specifications as may be required by the Engineer and to require such extra work as may be determined by the Engineer to be necessary for the proper completion,of the whole work contemplated. ' Only when ordered or approved by the Engineer in writing may any such changes be made and the same shall in no way affect or invalidate the contract. fhe Engineer's ' y written order will specify, in addition to the work to be done in connection with the change made, the adjustment of contract time, if any, and the basis of compensation for such work. 1-4.05 Final Clea-Uo Upon completion and before making application for acceptance of the work, the Contractor shall clean the street, borrow pits and all ground occupied by him in ' connection with the work of all rubbish, excess materials, temporary structures and equipment and all parts of the work shall be left in a neat and presentable condition. 1 U -33- 1-5 CONTROL. OF THE WORK ' 1-5.01 Authority of the Engineer ' The Engineer shall decide.all questions which may arise as to the quality or acceptability of materials furnished and work performed and as to the manner of performance and rate of progress of the work; and questions as to the interpretation of the plans and specifications; and all questions as to the acceptable fulfillment of the contract on the part of the Contrac'.:or. His decision shall be final and he shall have authority to enforce ' and make effective such decisions and orders which the Contractor fails to carry out promptly. 1-5.02 Inspection of Work The Engineer shall at all times have access to the work during its construction, and shall be furnished with all reasonable means and facilities for ascertaining the progress of the work and the workmanship and quality of materials used. All work performed and all ' materials furnished shall be subject to his inspection and approval. ' The inspection of the work shall not relieve the Contractor of any of his obligations to fulfill the contract as prescribed. Defective work or materials ' shall be made good, and unsuitable material may be rejected notwithztanding the fact that such defective work and unsuitable materials have been pravicusly inspected by the Engineer and accepted. Wheneverithe Contractor varies the period during which ' work is carried on each day, he shall give 24 hours advance notice to the Engineer so that proper inspection may be provided. Any work done in the absence of the Engineer will be subject to rejection. Projects in which other public or private agencies are involved or have an interest shall'be subject to inspection at all times by their respective agents ' or representatives. ' 1-5.03 Interpretation of Plans and Specificaticns Should it appear that the work to be done or any matter relative thereto is not sufficiently detailed or explained in the plans, specifications and special provisions, the Contractor sha-1 apply to the Engineer for such further explanation as may b necessary and shall conform to such explanation or interpretation ' as part of the contract. f-34- 1 'neer and authorized in writing. -35- In the event of any discrepancy between any scaled dimensions on the plans and the figures written there- on, the figures shall be taken as correct. The specifications, plans, special provisions and all supplemental contract documents are essential parts of the contract and a requirement occurring in one ' is as binding as though occurring in all. If there should be any inconsistencies in the above documents, ' the order of authority and control shall be as follows: 1. Special Provisions, 2. Detail Specifications, 3. Standard Specifications, 4. Plans, 5. Standard Details, and 6. General Provisions. 1-5.04 Supervision by Contractor The Contractor shall provide efficient supervision of the work at all times, and shall provide and keep on the work site at all times during its progress, a competent superintendent and any necessary assistants, ' all of whom shall be satisfactory to the Engineer. All instructions from the Engineer shall be given in writing to the superintendent and shall be as binding ' as if given to the Contractor in person. 175.05 Errors or Discrepancies Noted by Contractor_ ' If the Contractor, either before commencing work or in the course of the work, finds any discrepancy between ' the specifications and the plans, or between either of the above and the physical conditions at the site of the work, or finds any error or omission in any of the plans or in any survey, he shall promptly notify the Engineer in writing of such discrepancy, error or omission. If the Contractor observes that the plans or specifications are at variance with any apolicabie law, ordinance, regulation, order, or decree, he shall ' promptly notify the Engineer in writing of such conflict. The Engineer, on receipt of such notice, shall promptly investigate the circumstances and give appropriate in- ' structions to the Contractor. Until such instructions are given, any work done by the Contractor, whether directly or indirectly, after his discovery of such ' error, discrepancy, or conflict, will be at his own risk and he shall bear all costs arising therefrom. ' 1-5.06 Conformity with Plans and Allowable Deviations Finished surfaces in all cases shall conform to the ' authorized lines, elevations, grades, cross-sections and dimensions. Deviations, other than specified tolerances, from the approved plans and working drawings, as may be required by the exigencies of con- struction, will in all cases be determined by the Engi- 1 'neer and authorized in writing. -35- ' It is mutually agrees that approval of the Contractor's working drawings by the Engineer shall not relieve tae Contractor of any responsibility for accuracy of dimen- sions and details, or for mutual agreement of dimen- sions and details. The Contractor shall be responsible for agreement and conformity of his working drawings with the contract plans and specifications. 1 1 The plans show conditions as they are believed by the Engineer to exist, but it is not intended or to be inferred that the conditions as shown thereon con- stitute a representation by the City or its officers that such conditions are actually existent. Nor shall the City or any of its officers be liable for any loss sustained by the Contractor as a result of any variance of the conditions as shown on the plans and the actual conditions revealed during the progress of the work, or otherwise. -36- ' 1-5.07 Plans and Working Drawings ' The contract plans furnished show such details as may be necessary to comprehensively indicate the work that is proposed and the results that are intended to be ' accomplished. The Contractor shall keep one set of plans and specifications in good condition at the site of the work.at all times. ' All authorized alterations affecting the requirements and information given on the approved plans shall be in writing. No changes shall be made to any plan or drawing after the same has been approved by the Engi- neer, except by the written direction or approval of ' the Engineer. The contract plans shall be supplemented by such work- ing drawings as are necessary to control the work adequately. Such working drawings shall be supplied by and at the expense of the Contractor. Working drawings shall include, but not be limited to: ' anchor bolt layouts, shop details, erection plans and bending diagrams for reinforcing steel, which shall be approved by the Engineer before any work involving ' these plans is performed. Similar plans for cribbing., falsework,-sheeting, form work and certering may also be required of the Contractor, and if so, shall like- wise be subject to approval by the Engineer, but only insofar as the details thereof affect the quality of the finished work. Details of design will be left to the discretion of the Contractor who shall be respon- sible for the successful construction of the work. ' It is mutually agrees that approval of the Contractor's working drawings by the Engineer shall not relieve tae Contractor of any responsibility for accuracy of dimen- sions and details, or for mutual agreement of dimen- sions and details. The Contractor shall be responsible for agreement and conformity of his working drawings with the contract plans and specifications. 1 1 The plans show conditions as they are believed by the Engineer to exist, but it is not intended or to be inferred that the conditions as shown thereon con- stitute a representation by the City or its officers that such conditions are actually existent. Nor shall the City or any of its officers be liable for any loss sustained by the Contractor as a result of any variance of the conditions as shown on the plans and the actual conditions revealed during the progress of the work, or otherwise. -36- ■ 1-5.08 Defective and Unauthorized work ' All work which is determined by the Engineer to be defective in its construction or deficient in any of ' the requirements of the plans and specifications shall be remedied or removed and replaced by the Contractor at his expense in a manner acceptable to the Engineer. ' In the event that the original location of Points, lines and grades proves impractical to maintain during the course of the work, the Contractor shall request relocation of such points. If, in the opinion of the Engineer, such relocation is necessitated by unantici- pated actual conditions, said points, lines and grades shall be relocated at no cost to the Contractor. If, ' in the opinion of the Engineer, inadequate justifica- tion for relocation is made, the costs of such reloca- tions will be charged to the Contractor. ' The Contractor shall carefully preserve all reference points, bench marks, and other survey points and in case such stakes and marks are destroyed or damaged, ' they will be replaced at. the Engineer's earliest con- venience. The Contractor may be charged for the cost of replacing or restoring stakes and marks destroved ' or damaged by reason of his negligent operations. The Contractor shall furnish the Engineer such ' facilities and labor necessary for setting and main- taining points and lines as he.may require. 1 -37 Any work done beyond the lines and grades shown on ' the plans or established by the Engineer, or any extra work done without written authorization wi.11 be considered as unauthorized work and will not be ' paid for. Upon order of the Engineer, unauthorized work shall be remedied, removed or replaced at the Contractor's expense. ' Upon failure on the part of the Contractor to comply promptly with any order of the Engineer made under the provisions of this subsection, the City may cause the defective or unauthorized work to be remedied or removed and replaced at the expense of the Contractor. ' 1-5.09 Survey and Reference Points The Engineer shall establish all reference points and ' survey all lines and grades as he determines to be necessary for the execution of the work. such sur- veys shall constitute instructions from the Engineer. The Contractor shall notify the Engineer in writing ' at least 24 hours in advance of his requirements- and shall not proceed with the work requiring such surveys until all necessary points, lines and grades have been ' established. ' In the event that the original location of Points, lines and grades proves impractical to maintain during the course of the work, the Contractor shall request relocation of such points. If, in the opinion of the Engineer, such relocation is necessitated by unantici- pated actual conditions, said points, lines and grades shall be relocated at no cost to the Contractor. If, ' in the opinion of the Engineer, inadequate justifica- tion for relocation is made, the costs of such reloca- tions will be charged to the Contractor. ' The Contractor shall carefully preserve all reference points, bench marks, and other survey points and in case such stakes and marks are destroyed or damaged, ' they will be replaced at. the Engineer's earliest con- venience. The Contractor may be charged for the cost of replacing or restoring stakes and marks destroved ' or damaged by reason of his negligent operations. The Contractor shall furnish the Engineer such ' facilities and labor necessary for setting and main- taining points and lines as he.may require. 1 -37 1-5.10 Equipment and Plant The Contractor shall furnish equipment and materials production plants suitable to produce the quality of work and materials required to properly perform the work in accordance with plans and specifications. Such equipment and material production plants, must be in a good state of repair and maintained in such state during the progress of the work. No worn or obsolete equipment shall be used and in no case shall the manufacturer's rating of capacity be exceeded. The Contractor, when ordered by the Engineer, shall remove all unsuitable equipment from the work and discontinue the operation of unsatisfactory material production plant. The Engineer shall have access to all plants for material inspection. All vehicles used to haul materials over existing highways shall be equipped with pneumatic tires. 1-5.11 Character of workmen The Contractor shall employ only competent foremen, laborers, and mechanics. If any sub -contractor, superintendent, foreman, laborer or other person employed on the work by the Contractor shall appear to the Engineer to be intemperate, incompetent, troublesom or otherwise undesirable, he shall be removed immediately from the work on the request of the Engineer, and such person shall not again be employed on the ..ork. 1-5.12 Final Inspection When the work provided and contemplated by the con- tract has been completed and the final cleanup per- formed, the Engineer will make the final inspection. '-38- 1-6 CONTROL OF MATERIALSi 1-6.01 Source of Supply and Quality of Materials The Contractor shall furnish all materials required to complete the work, except such materials as are designated in the special provisions to be 'furnished by the City. The Contractor will be held responsible for all materials delivered to him by the City for use in the work and deductions will be made from any monies due him to make good any shortages or deficien- cies, from any cause whatsoever, which may occur after such delivery. All materials furnished and used in the work shall be new unless otherwise specifically provided in the ' specifications, on the plans, or in the special pro- visions. Only materials conforming to the require- ments of the specifications and approved by the Engi- neer shall be incorporated in the work. At the option of the Engineer, the source of supply of each of the materials shall be approved by him ' before the delivery is started. All materials pro- posed for use may be inspected or tested at any time during their preparation and use. After trial, if ' it is found that sources of supply which have been approved do not, furnish a uniform product, or if the product from any source proves unacceptable at: any time, the Contractor sha11 furnish approved material from other approved sources. No material which, after approval, has in any way become unfit for use, shall be used in the work. 1-6.02 Sample and Tests The Contractor shall notify the City a sufficient time in advance of the manufacture or production of materials to be supplied by the Contractor under this contract in order that the City may arrange for required in- spection and testing of same. Representative preliminary samples of the nature and ' quality prescribed shall be submitted by the Con- tractor or producer of all materials to be used in the work for testing or examination as described by ' the Engineer. all tests of materials furnished by the Contractor shall be made in accordance with the methods in use by nationally recognized testing organi- zations and such special methods and tests as prescribed in the standard specifications and in the special pro- visions. The Contractor shall furnish such samples of materials as are -requested by the Engineer without ' charge. No material required to be tested shall be -39- ■ 1 1 1 1 1 1 1 1 1 used until it has been approved by the Engineer. Samples will be secured and tested whenever necessary to determine the quality of material. City shall pay the cost of each first test; Contractor shall pay the cost'of all tests thereafter. 1-6.03 Defective Materials All materials not conforming to the requirements of the specifications shall be considered as defective and all such materials, whether in place or not, shall be rejected and shall be removed immediately from the site of the work unless otherwise permitted by the Engineer. Upon failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this subsection, the City shall have authority to remove and replace defective material at the expense of the Contractor. 1-6.04 Storage of Materials All materials for use in the work shall be stored by the Contractor in such a manner as to present damage from exposure to elements, admixture of foreign materials or from any other cause. Materials shall also be stored so as to facilitate prompt inspection. -40- 1 -41- 1.7 LECAL RELATIONS AND RESPONSIBILITIES. ' 1-7.01 Observing Laws Ordinances and The Contractor shall keep himself fully informed of all state and national laws, County and City ordi- nances and regulations which.in any manner affect those engaged or employed in the work, or the materials ' used in the work, or which in any way affect the con- duct of the work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over same. If any discrepancy or incon- sistency is discovered in the plans, specifications or contract for the work in relation to such law, ordinance, regulation, order or decree, he shall ' forthwith report the same to the Engineer in writing. The Contractor shall at all times observe and comply with all such laws, ordinances, regulations, orders or decrees, and shall protect and indemnify the City, the Engineer, and all officers and agents of both, against any claim or liability arising from or based on the violation of any such law, ordinance, regula- tion, order or decree, whether by himself or his employees. Special attention is directed to the following sections of the various codes of the State of California: " 1-7.01.1 Prevailing Wage ' The Contractor shall forfeit as penalty to the City of San Juan Capistrano twenty-five dollars ($25) for each calendar day or portion thereof, for each workman paid less than the general p;e- wailing wage rates stipulated for any work done under the contract by him or by any subcontractor under him, in violation of the provisions of the Labor Code and in particular Section 1770 to Sec- tion 1780 inclusive, thereof. Pursuant to the provisions of Section 1770 of the Labor Code, the City Council of the City of San Juan Capistrano has ascertained the general pre- vailing rate of wages in the locality in which the work is to be performed for each type of ' workman needed to e::ecute this contract. The hourly wage rates, the rates of per diem wages and the rates of overtime and holiday work, are based on the latest revision of the Southern ' California Master Labor Agreement and are on file in the offices of the City Engineer and the City Clerk. The wage rates set forth are the minimum that may be paid by the Contractor. Nothing contained ' herein shall be construed as preventing the Con- tractor from than the paying more minimum rates 1 -41- ■ 1 -42- ' set forth. The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate so set ' forth. The possibility of wage increases, sub- sistence, travel time, overtime, welfare bene- fits or other added compensations are elements to be considered by the Contractor in deter- mining his bid and will not, under any circum- stances, be considered as the basis of a claim ' against the City on the contract. 1-7.01.2 Hours of Labor ' The Contractor shall forfeit as penalty to the City of San Juan, Capistrano twenty-five ($25) dollars for each workman employed in the perfor- mance of the contract, by him or by any subcon- tractor under him, for each calendar day during which any workman is required or permitted to labor more than eight (8) hours in violation of the provisions of the Labor Code, and, in par- ticular, Section 1810 to Section 1815 inclusive, thereof. The Contractor shall keep full, true, and accurate records of the names of, rates paid to, and actual hours worked by, all workers and laborers employed under this contract and shall allow access to the same at any reasonable hour to the City, its agent or representatives as contemplated under the pro- ' visions of said Labor Code. , 1-7.01.3 Labor Discrimination Section 1735 of the Labor Code reads as follows: "No discrimination shall be made in the employment of persons upon public works because of the race, color, national origin or ancestry, or religion of such persons and every contractor for public works violating this Section is subject to all the penalties imposed for a violation of this Chapter." ' 1-7.01.4 Employment of Apprentices Attention is directed to the provisions in. Sec- tions 1777.5 and 1777.6 of the Labor Code con- cerning the employment of apprentices by the Con- tractor or any sub -contractor under him. Section 1.777.5, as amended,-reauires the Contractor or sub -contractor employing tradesmen in an appren- ' ticeable occupation to apply to the joint appren- ticeship committee nearest the site of the public works project and which administers the apprentice- ' ship program in that trade for a certificate of 1 -42- ■ approval. The Contractor and any sub -contractor under him shall comply with the requirements of Section 1777.5 and 1777.6 in the employment of apprentices. 1-7.01.5 Contractors Licensing Laws Attention is directed to the provisions of Chapter 9 of Division 3 of the B4siness and Professions ' Code concerning the licensing of Contractors. All bidders and Contractors shall be licensed in accor- dance with the laws of this State and any bidder or Contractor not so licensed is subject to the ' penalties imposed by such laws. 1-7.02 Insurance ' The Contractor shall carry public liability insurance in an amount not less than $500,000 for injuries, ' including accidental death, for one person, and subject to the same limit for each person in an amount not less than $1,000,000 on account of any one accident and prop- erty damage insurance in an amount not less than $500,000. ' The Contractor shall likewise obtain public liability and property damage insurance to cover vehicles used or maintained by him whether on or off the premises, ' with liability limits of not less than $250,000 for any one person and $500,000 for any one accident, and ' property damaga of $10C,000. The insubance amounts set forth herein are the minimum amounts required by the City. Other agencies with which the Contractor may be involved in the accomplishment of the work may require ' greater amounts. The City will not recognize any claim for additional compensation because of the requirement for, greater amounts of insurance, as this is an element to be ' considered by the Contractor in determining'his bid. Said policy or policies of insurance shall name the City of San Juan Capistrano as an additional insured, and shall provide for ten (10) days notice to the Cit.: of San Juan Capistrano prior to cancellation of said policy or policies of insurance. Workmen's compensation and employer's liability insurance shall be maintained during the life of the contract covering all employees on the project. In case any ' employees engage in hazardous work under this contract and are not protected under the Workmen's Compensation Act, the Contractor shall provide, or cause to be pro- vided, appropriate insurance for the protection of all such employees not otherwise protected. ' The Contractor shall be responsible for the insurance coverage, as herein provided, of all employees of any subcontractors. Such insurance shall be furnished by companies satisfactory to the City and certificates showing that all the above-mentioned insurance has been -43- I issued and is in full force and effect, shall be fur ' nished to the City prior to commencing work on this project. If the Contractor fails to maintain such insurance, the City may obtain such insurance to cover any.damages which the City or its principals may be liable to pay through any of the operations under this contract and deduct and retain the amount of the premiums for such insurance from any sums due under the contract. ' Until the formal acceptance of the work by the City Council, the Contractor shall have the charge and care thereof and shall bear the.risk of injury, loss or damage to any part thereof by the action of the elements or from any other cause whether arising from the execution or from the non -execution of the work. The Contractor ..d S— The Contractor at his own cost, expense and rise, shall defend.any and all actions, suits or other legal pro- ceedings which may be brought or instituted against the City or its principals on any such claim or demand and ' pay or satisfy any judgment that may be rendered against the City or its principals in any such action, suit or legal proceedings or result thereof. ' Nothing herein contained shall be construed as limiting in any way the extent to which the Contractor may be ' held responsible for payment of damages to persons or property resulting from his operations or of that of any . subcontractors under him. 1-7.03 Responsibility for Damace The City, the City Council, the Engineer and their authorized representative shall not be answerable or ' accountable in any manner for any loss or damage that may occur to the work or any part thereof; or for injury or damage to any person or persons, whether workmen or the ' Public; or for damage to the adjoining property from any cause whatsoever during the progress of work. The Contractor shall indemnify and save harmless the City, the City Council, the Engineer and their authorized representatives from any and all suits, claims, or actions brought by any person or persons for, or on account of, ' any injuries or damages sustained in the construction of the work or by or in consequences of any improper materials used in its construction; or by or on account of any act or omission: of the Contractor or his agents. The Contractor shall be responsible for any liability imposed by law for any damage to any person or property resulting from defects or obstruction or from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance. , 1-7.04 Contractor's Responsibility for Work and material ' Until the formal acceptance of the work by the City Council, the Contractor shall have the charge and care thereof and shall bear the.risk of injury, loss or damage to any part thereof by the action of the elements or from any other cause whether arising from the execution or from the non -execution of the work. The Contractor ..d S— H 1-1.08 Citv Council. The Council of the City of San Juan Capistrano, Orange County, California. 1-1.09 Contract The written agreement executed by the City Contractor, relative to the performance of and the furnishing of the necessary labor, equipment and materials in order to perform 1-1.10 Contract Bonds and the the work tools, the work. 1-1.14 Encineer 1 The City Engineer of the City of San Juan Capistrano, Orange County, California, or his authorized represen- tative. 1-1.15 Engineer's Estimate ' The list of estimated quantities of work to be performed and material to be furnished as shown on the plans and in the proposal as a basis for the comparison of bids ' only. ' -24- The security in the form of bonds furnished by the ' Contractor and his surety as a guaranty of good faith and ability to satisfactorily perform, execute and complete the work within the terms of the contract and the payment by the Contractor of all obligations incurred in connection therewith. ' 1-1.11 Contractor The individual, partnership, firm or corporation, contracting with the City to perform or execute the ' work. 1-1.12 Days Unless otherwise designated, days as useC. in the contract documents will be understood to mean ' consecutive calendar days. ' 1-1.13 Detail Specifications ' Supplemental or amendatory written direction, provisions or requirements that modify or amend the standard specifications as necessary to adequately cover ' conditions or requirements peculiar to the City. 1-1.14 Encineer 1 The City Engineer of the City of San Juan Capistrano, Orange County, California, or his authorized represen- tative. 1-1.15 Engineer's Estimate ' The list of estimated quantities of work to be performed and material to be furnished as shown on the plans and in the proposal as a basis for the comparison of bids ' only. ' -24- 1-1.15 General Provisions Written direction, provisions or requirements of a general nature which are pertinent to the contract, ' plans and specifications. 1-1.17 Laboratory ' A laboratory approved and authorized by the Engineer to test materials used and work performed under the ' contract. 1-1.18 Plans ' The official plans, profiles, typical cross-sections, general cross-sections, working drawings and supple- mental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions and details of the work to be performed. 1-1.19 Pr000sal The written offer of a bidder to perform or execute the work when submitted on the prescribed proposal ' form, properly signed and guaranteed. 1-1.20 Special Provisions ' Any provisions setting forth conditions or requirements peculiar to the particular job and supplementing or ' modifying the standard specifications and the detail specifications. 1-1.21 Specifications The written directions and requirements governing the procedure to be followed in the performance and execu- tion of the work, the manner of such performance and the means to be employed, the quality of workmanship and results required, quality and type of materials to I be used or furnished, the method for measurement of quantities of work and materials so performed or fur- nished and payments to be made therefor. Included shall be the General Provisions, Standard Specifications, ' Detail Specifications, and the Special Provisions. 1-1.22 Standard Specifications ' The work embraced herein shall be done in accordance with the provisions of the Standard Specifications for ' Public Works Construction, 1975 Edition, prepared by the Southern California chapters of the American Public_ Works Association and Associated General Contractors of California (Building trews, Inc., Los Angeles, Cali=ernia), ' insofar as the same may apply, which specifications are hereinafter referred to as the Standard Specifications, and as provided herein. -25- ■ 1 1-1.23 Sub -Contractor The individual, partnership, corporation, or other legal entity duly licensed and entering into a contract ' with the Contractor to perform part of the work or supply the materials. ' 1-1.24 Work All work specified in the specifications or indicated on the plans to be performed or executed. This,shall ' include all alterations, amendments or extensions thereto made by written orders of the Engineer. 1 ' ' -26- 1 Workdays shall be restricted to Monday through Friday unless written request outlining substantial reasons for working on Saturdays, Sundays or contractural holidays is submitted to the Engineer a minimum of ' twenty-four (24) hours in advance of the proposed non -contractual working day(s). If the work proposed is determined by the Engineer as being in the best interest of the City, the necessary inspection and ' survey services will be provided. If the reasons for such request are not deemed sufficient, the Engineer may authorize inspection and survey services, ' if available, and such services shall be billed against the Contractor at the current.premium rates for the personnel assigned to the project. Such ' services shall be paid to the nearest half-hour worked, subject -o a minimum working period of four (4) hours. Emergency repairs and pre -storm protective installa- tions may be performed in project areas without ' written notice. 1-1.25 Standard Plans ' The "Standard Street and Highway Plans" of the Orange County Road Department, latest edition, have been adopted by the City Council as the'standard plans ' for the City of San Juan Capistrano. 1 ' ' -26- 1 I 1 I �I 1 1 1 1-2 PROPOSAL REQUIRI:.MENTS AND CONDITIONS 1-2.01_ Contents of Proposal. Prospective bidders will'be furnished with proposal forms which will show the estimate of the various quantities and kinds of work to be performed or materials to be furnished, with a schedule of items for which bid prices are asked. All proposals must be made upon these forms. Each proposal must be accompanied by a Designation of Sub -Contractors form and a Non -Collusion Affidavit properly executed by the bidder. Copies of these may be obtained from office of the City Clerk. 1-2.02. Engineer's Estimate The Engineer's estimate of the quantities done and materials to be furnished is as plans and in the proposal and is given as the comparison of bids only. The City do expressly, nor by implication, agree that amount of work will correspond therewith, the of work to be shown on the a basis for es not the actual but reserves the right to increase or decrease the amount of any portion of the work, or to omit portions of the work, as may be deemed necessary or advisable by the Engineer 1-2.03 Examination of Contract Documents and Site of Work. The bidder shalom examine carefully the ;ite of the proposed work, the plans, specifications, proposal and all other contract documents. The submission of a . proposal shall be considered conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered in respect to the character, quality and quantities of work to be performed and materials to be furnished. 1-2.04 Rejection of Proresals Proposals may be rejected if they show any alteration of form, additions not called for, conditional or alternative proposals not called for, modification of specifications, erasures or irregularities of any kind. Proposals in which the prices are obviously unbalanced and those not presented on the authorized proposal forms may be rejected. The City Council may reject bids for any reason. -2i- rebuild, repair, restore, and make good all injuxies, losses, or damages to any portion of the work or the materials occasioned by any cause before final acceptance, and shall bear the expense ' thereof, except for such injuries, losses, or damages occasioned by the activities of the Federal Govern- ment, or the public enemy. ' The suspension of the work for any cause whatsoever . shall not relieve the Contractor of his responsibility for the work and materials as herein specified. 1=7.05 Personal Liability Neither the City Council, the Engineer nor any other officer, authorized representative or agent of the City shall be personally responsible for any liability arising under the contract. ' 1-7.06 Preservation of Property The Contractor will be held responsible for the pre- ' servation of all public and private property along and adjacent to the work and will be required to ' exercise due precaution to avoid and prevent any damage or injury thereto as a consequence of his operations. 1-7.06.1 Above -Ground Facilities Roadside trees and shrubbery that.are not to be removed and pole lines, fences, signs, survey ' markers and monuments, buildings, and other structures, c)nduits and pipelines above ground and any other existing improvement or facilities within or adjacent to the work which are not to be removed shall be protected from injury or damage. The Contractor shall provide and install ' approved safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor's operations, they shall be replaced or restored to an approved ' condition at the Contractor's expense. 1-7.06.2 Underground Facilities The Contractor shall protect from injury or damage all existing underground conduits, pipelines, irrigation lines, drainage facilities and other facilities within or adjacent to the work which are not to be removed. The location and descrip- tion of underground facilities shown onthe plans are in accordance with available records, but should be considered as approximate only. . ' Attention is directed to the possible existence of underground facilities not known to the City or in a location different from that which is -45- -9G- 1 shown on the plans. The Contractor shall be responsible to ascertain the exact location of all underground facilities shown on the plans, or otherwise made known to him, prior to doing work that may damage such facilities or interfere with their service. The fact that any underground facility is not shown upcn the plans but is other- wise made known to the Contractor shall not relieve ' him of his responsibility under this subsection. on the order of the Engineer, the Contractor ' shall repair or replace at his expense, and to the satisfaction of the Engineer and the owners thereof, any damaged or impaired underground facility which was shown on the plans, regardless ' of the fact that the location may have been shown erroneously, or which was made known to the Con- tractor prior to being damaged. In the event underground facilities of which the Contractor ' had no prior knowledge are damaged or impaired, and if in the judgment of the Engineer, such damage was not caused by negligence or careless- ' ness on the part of the Contractor, they will be repaired or replaced at City expense as determined by the Engineer. When any underground facility not shown on the plans requires relocation due to interference with the work to be done, the Engineer will ' arrange with the owners of the underground facility for the required relocation. All such relocations will be performed at no expense to the Contractor. In the event the owners of the underground facility prefer that the relocation be performed by the Contractor, the Engineer will negotiate with the ' Contractor to determine the cost of relocation. Payment for such relocation will be made by the owners or as extra work, as the case may be. 1-7.07 Public Convenience and Safety The Contractor shall so conduct his operations as to cause the lease possible obstruction and inconvenience to public travel and he shall have under construction no greater length or amount of work than he can ' prosecute properly with due regard to the right of the public, or as directed in the specifications or special provisions. ' Unless otherwise provided in the special provisions, all public traffic shall be permitted to pass through ' the area of the work with as little inconvenience and -9G- 1 delay as possible. Not more than one crossing or 1 intersecting street or road shall be closed at any one time without the approval of the Engineer. ' Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners. ' Convenient access to driveways, houses, and buildings along the line of work shall be maintained and tem- porary crossings shall be provided and maintained ' in good condition. Residents along the line of work shall be provided passage as far as practicable. I Whenever the Contractor's operations create a condi- tion hazardous to traffic or to the public, he shall furnish and maintain as necessary, at his expense and without cost to the City, such flagmen or guards, fences, barricades, lights, signs and other devices as are determined by the Engineer to be required to give adequate warning of any dangerous conditions td be encountered and to prevent accidents and avoid damage or injury to the public. The Contractor shall also erect and maintain such.warning and directional signs as may be furnished by the City. Water or dust palliative shall be applied as necessary for the alleviation or prevention of dust nuisance as provided in the detail specifications. 1-7.08 Employee Safety Reasonable precautions shall at all times be exercised for the safetv of emplovees on the work and applicable provisions of the State and local laws and building and construction codes shall be observed. All machinery and equipment and other physical hazards shall be guarded in accordance with the safety pro- visions of the Manual of Accident Prevention in Con- struction of the Associated General Contractors of America unless such provisions are'incompatible with State, County or Municipal laws or regulations, in which event such State,County or Municipal laws or regulations shall govern. 1-7.09 Sanitary Conditions The Engineer may from time to time prescribe the rules and regulations for maintaining sanitary conditions along the work and the Contractor shall enforce obser- vance of the same by his employees, and the employees of subcontractors. If the Contractor fails to enforce these rules and regulations, the Engineer shall have authority to enforce them and any expense shall be the Contractor's. -47- r .1-7.10 Permits and Licenses ' The City will obtain Orange County Flood Control and State Highway permits required for the accomplishment of the work. The Contractor will be required to ob- tain a City Business License and, when applicable, any and all Railroad and all other permits required for accomplishment of the work. 1-7.11 Patented and Specified Articles Whenever in the specifications any material or pro- cess is indicated or specified by patent or propri- etary name or by name of manufacturer, such specifi- cations shall be deemed to be used for the purpose of facilitating description of the material and/or process desired and shall be deemed to be followed by the words "OR APPROVED EQUIVALENT," and the bidder, in the proposal submitted by him, may offer any material or process which shall be equal in every respect to that so indicated or. .specified; provided however, that he shall set out in the proposal, first, the price of the material or process so offered, and ' second, the price of the material or process so indi- cated or specified. ' If the bidder shall not offer any substitute in said proposal or if a substitute so offered by the bidder is not found by the Engineer to equal -that so indi- cated or specified, then the Contractor shall furnish or install the material or process indicated or speci- fied by name, if one only be so specified or named, or if more than one be so specified or named, then one ' such as shall be specified in the proposal, or if no one be so specified, then one such as shall be required by the Engineer. ' The Contractor shall assume all costs arising from the use of patented materials, ecuipment, devices, or pro- cesses used on or incorporated in the work and agree to indemnify and save harmless the City, the City Council, the Engineer and their duly authorized repre- sentatives from all suits or law, or actions of every nature for or on accounts of the use of any patented materials, equipment, devices or processes. 1-7.12 -Natural Drainage The Contractor shall do no work other than that shown ' on the plans, or approved by the Engineer in writing, which will divert drainaae water from its existing course. If, during the Contractor's operations, he should damage, alter or cause water to be diverted from any existing drainage course, he shall, at his expense, restore said drainage course to its original ' condition to the satisfaction of the Engineer. -ng_ 1-7.16 Right -of -Way The City shall provide the permanent right-of-way upon which the work under this contract is to be•done, together with any temporary construction easements as shown on the plans. The City will not be responsible for any delay in furnishing same and any such delay shall not be made 1-7.13 Employment Preference 1 In the employment of labor., the Contractor shall give ' preference, other things being equal, to honorably discharged members of the armed forces of the United ' States, but there shall. be no other preference or discrimination among citizens of the United States. ' 1-7.14 Cooperation Should construction be under way by other forces or by other Contractors within or adjacent to the limits ' of the work specified or should work of any other nature be under way by other forces within or adjacent to said limits, the Contractor shall cooperate with ' all such other Contractors or other forces to the end that any delay or hindrance to their work will be avoided. 1-7.15 Use of Explosives When use of explosives is necessary for the prosecu- tion of the work, the Contractor shall use the utmost care to not endanger life or property. All explosives shall be stored in a secure manner in accordance with the provisions of Division XI of the Health and Safety Code, Chapter 3, as amended, and shall comply with all State and County laws, ordinances and regulations ' governing such use. All such storage places shall be clearly marked "DANGEROUS - EXPLOSIVES." 1-7.16 Right -of -Way The City shall provide the permanent right-of-way upon which the work under this contract is to be•done, together with any temporary construction easements as shown on the plans. The City will not be responsible for any delay in furnishing same and any such delay shall not be made the basis of a claim for additional compensation by the Contractor. However, the time allowed for com- ' pletion of the contract will be extended by a period of time equal to that lost by the Contractor due to such delay. The Contractor shall, at his own expense, provide for the temporary use of additional land if required for the construction work, for the erection of temporary construction facilities, and storage of his materials, together with right to access thereto. -49- '--50- 'PROSECUTION AND PROGRESS ' 1-8.01 Subletting and Assignment The Contractor shall give his personal attention to the fulfillment of the contract and shall keep the ' work under his control. No subcontractor will be recognized by the City as having any authority. All persons engaged in the work of construction will be ' considered as employees of the Contractor and he will be responsible for their work, which shall be subject to the provisions of the contract and specifications. t All subcontracts shall be in writing. Before any work is started on a subcontract, a certified copy thereof may be required to be furnished to the City. Each subcontract shall contain a reference to the contract between the City and the principal Contractor. The terns of that contract shall be made a part of such ' subcontract insofar as they are applicable to the work covered thereby. Any subcontract may be invali- dated at the direction of the Engineer, if., in his opinion, the portion of the work which has been sub- contracted by the Contractor is not being prosecuted in a satisfactory manner or fails to comply with the requirements of the principal contract. In such an ' event, the subcontractor shall be removed immediately from the work and shall not again be employed on the work. No assignment by the Contractor of the contract to be entered into hereunder, or any portio,i thereof, shall be made for any purpose other than for use as a collateral and then only after the surety has con- sented thereto in writing, and after such assignment has been approved in writing by the City. No such assignment will be approved by the City Council unless the instrument of assignment contains a clause ' that the assignee assumes all prior liens and claims for services rendered or materials supplied for the performance of the work called for'in the contract. ' 1-8.02 Schedule of Work The Contractor shall submit to the Engineer prior to ' starting work on the contract, a practicable schedule showing the order in which the Contractor proposes to carry out the work, the dates on which he will ' start the salient features of work and the contemplated dates for completing these salient features. This schedule shall be consistent, in all respects, with ' the time of completion requirements of the contract. '--50- I If required by the Engineer, the Contractor shall submit supplementary progress schedules which shall ' indicate approximately the percentage of work scheduled for completion at any time. ' 1-8.03 Time of Completion The Contractor shall complete the work called for ' under the contract in all parts -and requirements within the time of completion requirements of the contract as set forth in the proposal. Completion of the work shall be defined as that time when the ' Engineer provides written notification to the con- tractor that the work has been completed to his satisfaction. This should not be confused with the formal acceptance of the facilities by the City Council. ' 1-8.04 Liquidated Damages It is agreed by the parties to the contract that in- case all the work called for under the contract is not completed before or upon the expiration of the time of completion limit as set forth in the proposal, damage will be sustained by the City of San Juan ' Capistrano and that it is, and will be, impracticable to determine the actual damage which the City will sustain in the event of, and by reason of, such delay ' and it is therefore agreed that the Contractor will pay to the City of San Juan Capistrano the sum of one hundred dollars ($100) per day for eac:i and every day of delay beyond the time prescribed th complete the work; and the Contractor herein agrees to pay such liquidated damages as herein provided for, and further agrees that the City of San Juan Capistrano may deduct ' the amount thereof from any monies due or that may become due to the Contractor under the contract. It is also understood and agreed that, should the con- ' tractor fail to furnish the plant, materials, and equipment, and perform all work herein set forth in a good and workmanlike manner, he shall, in addition to any other penalties provided in the contract docu- ' ments, be liable to the City for all losses or damages that the latter may suffer on account thereof. ' It is further agreed that in case the work called for under the contract is not furnished and completed in all parts and requirements within the time specified, the City Council shall have the right to extend the time for completion or not, as it may deem best to serve the interest of the City, and if it decides to extend the time limit for the completion of the ' contract, it shall further have the right to charge to the Contractor, h -is heirs, assigns or sureties, ' and to deduct from the final payment for the work, _51- ,• -all or any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly charge- ' able to the contract, and which accrue during the period of such extension, except that the cost of final surveys and preparation of final estimate shall not be included in such charges. The Contractor shall not be assessed with liquidated ' damages nor the cost of engineering and inspection during any portion of the delay in the completion of jhe work caused by acts of God or of the public enemy, fire, floods, epidemics, quarantine restric- ' tions, strikes, freight embargoes, failure to move or s relocate public utilities by the -owners thereof, which interfere with the progress of the work, or delays of subcontractors due to such causes; provided that q the Contractor shall notify the Engineer in writing of the causes of delay within ten (10) days from the beginning of any such delay. The Engineer shall ascertain the facts and the extent of the delay, and his findings of fact thereon shall be final and con - elusive. 1-8.05 Temnorary Suspension of Work ' The Engineer shall have the authority to suspend the work, wholly or in part by written direction, for such period as he may deep: necessary,'due to unsuitable ' weather or to such other conditions as are considered unfavorable for the suitable prosecution of the work or for such time as he may deem necessary due to the failure on the part of the Contractor to carry out order given, to prosecute the work diligently, or to perform any provision of the contract. The CoA - tractor shall immediately obey such direction of the Engineer and shall not resume the work until directed or approved in writing by the Engineer.. ' If the Contractor should neglect to prosecute the work properly or fail to perform any provisions of this contract, the City, after three (3) days' written notice to the Contractor, may, without prejudice to ' any other remedy it may have, make good such deficien- cies or thereafter due the Contractor; provided, how- ever, that the City Engineer shall approve such action and certify the amount thereof to be charged to the Contractor. ' In the event that a suspension of work is ordered, as provided above, by.reason of the failure of the Con- tractor to carry out orders, to perform any provisions ' of the contract or to prosecute the work dilicently, the Contractor, at his expense, shall. do all the work necessary to provide a safe, smooth and unobstructed passageway through the construction area for use by public traffic during the period of such suspension. -52- I I I I I I I I I I I I I I I I I I I The days on which may be considered the contract. such suspension order is in affect as part of the time requirements of In the event that a suspension of work is ordered by the Engineer, due to unsuitable weather or other un- suitable conditions which, in the judgment of the Engineer, are not the fault of the Contractor, the cost of providing a smooth and unobstructed passage- way through the work will be paid for as extra work or, at the option of the Engineer, such work will be performed by the City at no cost to the Contractor. The days on which such suspension order is in effect shall not be consider�_d as part of the time require- ments of the contract. In the event of a suspension of work under any of the conditions as set forth above, such suspension of work shall not relieve the Contractor of his responsibilities as set forth in Section 1-7. 1-8.05 Termination of Contract In the event that any of the provisions of this con- tract are violated by the Contractor or by any sub- contractor under anv subcontr.act on the work, the City may terminat2 the contract by serving written notice upon the Contractor of its intention to ter- minate such.contract- and, unless within ten (10) days after the serving of such notice, such violation shall cease, the contract shall, upon the expiration of said ten (10) days, cease and terminate. As to violations of the provisions of the contract which ca not be remedied or corrected within ten (10) days, said contract shall, at the option of the City, cease and terminate upon. the giving of like notice. In the ' event of any such termination for any of the reasons above-mentioned, the City may take over the work and prosecute the same to completion by contract or otherwise for the account and at the expense of the Contractor and his sureties shall be liable to the City for any excess cost occasioned in the event of any such termination, and the City'may take possession of and utilize in completing the work, such materials, appliances and plant as may be on the site of work and necessary therefor. Should the Contractor fail or refuse to proceed with the work on notice of the Engineer to proceed; should the Contractor be adjudged a bankrupt or make a general assignment for the benefit of creditors or should a receiver be appointed on account of insol- vency of the Contractor; should the Contractor per- sistently or repeatedly refuse or fail, except in cases for which an extension of time is provided, to supply enough properly skilled workmen or proper 53- - In case this contract, or any alterations or modifica- tions thereof be thus terminated, the actions of t!ie City shall be conclusive and said Contractor shall not be allowed to claim or receive any compensation or damages for not being allowed to proceed with the work. I I I I I -54- I materials to construct and complete said project within the time required, in a good and workmanlike manner; should the Contractor fail to make prompt payment to a subcontractor, or for materials or labor; should the Contractor fail to make prompt payment to a subcontractor, or for materials or labor; should the Contractor persistently.disregard laws, ordinances or the instructions of the City or its duly authorized engineers, inspectors or repre- sentatives, or otherwise be guilty of a substantial violation of any provision of the contract documents, then the City, upon the certificate of its City Engineer that sufficient cause exists to justify such action, may, without prejudice of any other right or remedy and after giving the Contractor five (5) days written notice, terminate the employment of said Contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the work by whatever methods it may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall. pay the difference to the City. The e�cpense incurred by the City as herein provided, and the damage incurred due to the Contractor's default, shall be certified by the City Engineer. In case this contract, or any alterations or modifica- tions thereof be thus terminated, the actions of t!ie City shall be conclusive and said Contractor shall not be allowed to claim or receive any compensation or damages for not being allowed to proceed with the work. I I I I I -54- I 1-9 MEASUREMENT AND PAYMENT 1-9.01 Measurement Of Quantities All work to be paid for at a contract price per unit of measurement will be measured by the Engineer in accordance with the United States Standard Measures. A ton shall consist of 2,000 pounds avoirdupois. I Unless shipped by rail, material paid for by weight shall be weighed on scales furnished by and at the expense of the Contractor or on other sealed scales regularly inspected by the State Bureau of Weights and Measures or its designated representative. All scales shall be suitable for the purpose intended and shall conform to the tolerances and specifica- tions of the State Bureau of Weights and Measures. The Contractor shall have all scales inspected by the State Bureau of Weights and Measures as often as the Engineer may deem neces--ary to ascertain the accuracy of such scales. The Engineer mav require the Contractor to furnish a Public Weighmaster's certificate or certified daily summary weight sheets. In such cases, a duplicate weigh slip or a load slip sh�ll be furnished to each vehicle weighed and the slip shall be delivered to the Engineer daily at the point of delivery of the material, or at such lesser intervals as may be re- quired by the Engineer. If material is shipped by rail, the car ..eights will be accepted, provided that actual weight of material only will be paid for and not minimum car weight used -assessing f or freight tariff, and provided further that car weights will not he acceptable for material to be passed through mixing plants. Unless otherwise provided, material paid for by the cubic yard will be measured in the vehicle at the point of delivery or at a mixing plant, as the case may be. All materials which are specified for measurement by the cubic year "measured in the vehicle" shall be hauled in vehicles of such type and size that the actual contents may be readily and accurately determined. Lineal o*r areal quantities of work shall be considered as being the horizontal lineal or area quantities determined from measurements or dimensions of such work made or computed in horizontal planes in accor- dance with details shown on the plans, unless other- wise specified. _55- I Quantities of materials in structures will be measured and/or calculated in accordance with the dimensions shown onthe plans. - When -liquid measure is applicable, the material shall be delivered in standard containers or tanks which have been calibrated and certified by.a representative of the State Bureau of Weights and Measures. 1 9.02 Scope of Payment The Contractor shall accept the payment stipulated in his proposal, subject to any additions thereto or deductions rherefrom which may be made in accordance with the provisions of the contract documents and computed upon the basis of the actual quantities in the completed work, a� full compensation for furnishing all materials, labor, tools, and equipment necessary to the completed work and for performing all work contemplated and embraced under the contract in strict accordance with the plans and specifications; - also for loss or damage arising from the nature of the work, or from the action of the elements, e.vcept as hereinbefore provided, or from any unforeseen difficulties which may be encountered durincr the prosecution of the work until the final acceptance by the City Council and for all risks of -every descrip- tion connected with the prosecution o�' the work, also for all expenses incurred in consequence of the sus- pension or discontinuance of the work as herein specified; and for satisfactorily completing the work according to the plans and specifications. Neither the payment of any estimate nor of any retained per- centages shall relieve the Contractor of any obliga- tion to make cood any defective work or material. All labor and materials not specifically mentioned as bid items, but necessary for satisfactory comple- tion of the work, shall be considered as part of the prices for bid items and no extra compensation shall be made for them. 1-9.03 Proaress Pal.rments The Contractor shall make a written request of the Engineer for monthly payments. This written request shall contain an accounting of the total amount of the work done and materials furnished by the Contractor and incorporated into the work. In est1mating such value, the Engineer may take into consideration, along with other facts and conditions deemed by him to be proper, the ratio of the difficulty of the work com- pleted to the probable difficulties of the work to be done. The Engineer -may at his discretion, under unusual.circumstances, approve one additional monthly payment. _56- I I I I I I No such estimate or payment shall be construed to be an acceptance of any defective work or improper materials. 1-9.04 Deductions from Payments The City of San Juan Capistrano, by any of its appro- priate officers, may at its option and at any timg retain out of any amounts due the Contractor, sums sufficient to pay laborers and mechanics employed on the work the difference between the rate of wages required by this contract to be paid and rate of wages actually paid to such laborers and mechanics, if less than that specified, and to recover any other unpaid claims. 1-9.05 Extra Work New and unforeseen work, which in the judcment of the Engineer is found necessary or desirable ior the satisfactory completion of the work, will be classed as extra work, as well as work specifically designated as such in the plans or specifications. The Contractor shall do such extra work and furnish material and equipment therefor as directed by the Engineer in writing. No extra -work will ba paid for or allowed unless the same was done upon written order of the Engineer and after all legal requirements have been _57- The City shall have access to all payrolls, recoi�ds of personnel, invoices of material and any and all other data relevant to the performance of this con- tract. There shall be submitted to the City through its authorized agents, the names and addresses of all personnel and such schedules of the cost of labor, equipment, cost and quantities of materials,,and other items, supported as to correctness by such evidence as, and in such forin as, the City may require. The submission and approval of such schedules shall be a condition precedent to the making of any payments under the contract. The City shall retain ten percent (10%) of such estimatad value as part security for the fulfillment of the contract by the Contractor and shall, within ten (10) days after approval by the City Council, pay to the Contractor the balance of such estimated value, after deducting therefrom all previous payments and all sums to be kept or retained under the terms of the contract. No such payment will be made when, in the judgment of the Engineer, the work is not - proceeding in accord�nce with the provisions of the contract, or when in his judgment, the total value of such payment would be less than $300. I I I I I I No such estimate or payment shall be construed to be an acceptance of any defective work or improper materials. 1-9.04 Deductions from Payments The City of San Juan Capistrano, by any of its appro- priate officers, may at its option and at any timg retain out of any amounts due the Contractor, sums sufficient to pay laborers and mechanics employed on the work the difference between the rate of wages required by this contract to be paid and rate of wages actually paid to such laborers and mechanics, if less than that specified, and to recover any other unpaid claims. 1-9.05 Extra Work New and unforeseen work, which in the judcment of the Engineer is found necessary or desirable ior the satisfactory completion of the work, will be classed as extra work, as well as work specifically designated as such in the plans or specifications. The Contractor shall do such extra work and furnish material and equipment therefor as directed by the Engineer in writing. No extra -work will ba paid for or allowed unless the same was done upon written order of the Engineer and after all legal requirements have been _57- A sum equal to the actual cost to the Contractor complied with. The Contractor agrees that he will accept as full compensation for extra work, so ordered, an amount to be determined by one of the following methods: 1. Unit prices as stat6d in the -P'roposal when determined by the Engineer that such.work is covered by any of the various items for which there is a bid price or by a combina- tion of such items. 2. A price mutually agreed upon in writing by the Engineer and Contractor. 3. Force account as hereafter provided. All extra work shall be adjusted daily upon report sheets prepared by the Engineer, furnished to the Contractor and signed by both parties, Said daily reports shall thereafter be considered the true record of all extra work done. The deci - sion of the Engineer as to whether extra work has in fact been performed shall be conclusive and binding upon both parties to the contract. 1-9.06 Force Account When extra work is to be paid for on a force account basis, compensation will be determined as follows: 1-9.06.1 Materials A sum equal to the actual cost to the Contractor of the materials furnished by him, as shown by his paid vouchers, plus fifteen percent (15%). Only materials incorporated in the work'shall be paid for. The City reserves the right to fur- nish such materials as it deems advisable, and the Contractor shall have no claims for costs or profit on such materials. 1-9.06.2 Labor The actual wages paid as shown on certified copies of Contractor's payroll, for all la!)or directly engaged in the work and including the cost of any compensation insurance for by the Contractor, sub- sistence and travel allowance paid to such work- men as required by collective bargaining agree- ments plus fifteen percent (15%). 1-9.06.3 E(�u pment Equipment will be paid for as a rental charge whether owned by the Contractor or not, and said 58- 4 rental rates prevailing in the City for com- parable eqUipment will be paid by the City plus fifteen percent (15%). No -payment will be allowed for the use of small tools and minor items of equipment which, as used herein, are defined as individual tools or pieces of equipment having a replacement value of fifty dollars ($50) each or less. It is mutually agreed that the fifteen percent (15%) which is added to the respective costs is full compensation for all other items of expense, including overhead, superintendence, use of small tools, other insurance and profit. 1-9.07 Final. Payment When the Contractor has satisfactorily completed the work he shall request a final inspection be made by the Engineer as soon as practical. Upon completion of the final inspection and completion of requested corrections, if any, the Contractor shall prepare - claims for final payment as based on certified weigh - master's certificates and/or field measurements and then arrange a meeting with the Engineer to resolve any differences that may exist. Upon agreement as to quantities of the various items of work done and approved change orders and/or extra work accomplished, the Contractor shall prepare and submit his final billing to the City in triplicate. The City shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be retained under the provisions of the contract. All prior progress estimates and payments shall be sub;-- ject to correction in the final estimate and payment. The final payment of the monies retained shall not be due and payable until the expiration of thirty- five (35) days from the date of filing, in the office of the County Recorder, the Notice of Completion of the work by the City. No certificate given or payment made under the contract, except the final certificate or final payment, shall be conclusive evidence of the performance of the contract, whether wholly or in part. No certificate or payment shall be construed to be an acceptance of any defective work or improper materials. ' 59- The Contractor shall arrange to have his faithful performance bond run for a period of one year afLer the date of completion of the contract to cover his guaranty as set forth above. I I I I 1 .-60- I GUARANTY The Contractor'shall guaranty the work against defec- tive material or workmanship for a period of one year from -the date of completion of the contract. Damage due to acts of God or from sabotage and/or vandalism are specifically excepted from the guaranty. When defective material and/or workmanship are.dis- covered which require repairs to be made under this guaranty, all such work shall be done by the Contrac- tor at his own expense within five (5) days after written notice of such defects has been given to him by the City. Should the Contractor fail to repair such defective material or workmanship within iive (5) days thereafter, the City of'San Juan Capistrano may cause the necessary repairs to be made and charge the Contractor with the actual cost of all labor and materials required. In emergencies demanding immediate attention, the City of San Juan Capistrano shall have the right to repair the defect and charge the Contrac- tor with the actual cost of all labor and material required. Any -repair work performed herein specified shall he done under the provisions of the original contract specifications. The Contractor shall arrange to have his faithful performance bond run for a period of one year afLer the date of completion of the contract to cover his guaranty as set forth above. I I I I 1 .-60- I LABOR AND MATERIAL BOND The Labor and Material Bond shall be released at the expiration of thirty-five (35) days from the date of filing, in the office of the County Recorder, the Notice of Completion of the work by the City, pro- viding no claims have been made against theContrac- tor. 5 _61- PAGE 62 HAS BEEN DELETED. -62- SMCH'ON 1A - ULNML Rh�XJIM-MENTS The General Conditions and Supplenentary General Cbnditions ire supplenented by the follo,,,�ing (lencral 1'equirements which shall arply to all other sections of thesa Specifications and tA-e precedence over the General Conditions. JA -01 DEFINITIMIS lbe followin.- words and phrases as used in the Contract Documents shall have the following meanings: 1. Codes, lm�-s, ordinances, rules and regulations of place or building shall govern construction ard the most strict of such codes, laws, Ordinances, etc., shall govern. 2. Words such as "approved", "directed", "proper", "suitable", "satis- factory", "equal", "necessary", and other words of similar ireanino or intent, injilyinZ exercise of jud,ge­cnt, refer to decisions of Architect, which must be obtained in writing- prior to exccuti-L the work. 3. The terms "selected", "as selected". or other terms of sirdlar meaning and intent, shall rean selected by Architect from referenced iranufacturer of quality established in Contract Docu;-.1ents. 4. References to Standard Specifications shall nean latest edition, includ- ing revisions thereto, of such Specifications in effect at date of contract, with exceptions specifically required by rovernin. codes, laws, ordinances in effect at jobsite. - - S. Reference to teennical societies, organizations or b:.,dies ate rade in Specifications Per following abbreviations: AGA American Gas Association ASS110 American Society of State Ni,-hway Officials ACI American Concrete Institute AIA Institute of Architects AISI Anerican Iron and Steel Institute AIEE American Institute of Electrical Engineers AISC American Institute of Steel Construction USAS United States of Am.erica Standards (National Bureau) ASTINI American Society for Tcs+lin- Materials AWSC American 1%'eldin.- Society CoJe CRSI Concrete Reinforcing- Steel Institute FS Federal Specifications NBFU National Bureau of Fire Unden,-riters ?%'R'A National Fire Protection Association NEC National Electric Code ANSI American National Standards Institute SPR Sijnpliried Practice Rccorrr.end3tion UL Underwriters' Laboratories, Inc. USS United States Standards WIC Woodwork Institute of California SMCM Sheet Metal & Air Conditioninr Contractor's Nation3l Association GENERAL RE-QUIJZD-\7S M-1 -63- 'Trovide" means "furnish and install" 7. "Indicated" means "as sho;Nm on the Contract Drawings". S. "Required" means "as required to meet the intent of the Contract Docu-nnts". 9. "Iten" means"raterial, equiprent, article or process". 10. "Code" means Code in force under this Contract. A copy of the "Code" shall be kept on hand at the job office by the Contractor. Wherever reference is nade to these codes, laws and orders, the reference shall be construed to rean the code, laws or order that is in effect on the day the invitation for proposals is issued. 11. "Defect" includes, but is not limited to, any occurrence which: A. Impairs the structural, physical or cherical properties of the work. -B. Impairs the operation or requires abnornal raintenance of the worl'-. C. Impairs the surface finish or texture of the work. D. Impairs the visual ap-,carance of the work. E. Fails to m.et any portion of the Specifications. IA -02 TN`1TRP=ATI0N OF DOCU�T\MS Where any provision of codes, safety- orders, contract docLr-.cnts, cited manufacturer's specifical ions or industn- standards are in conflict, the more restrictive and hi. -her quality provisions shall talo precedence. IA -03 SIRSTITUMON OF ',IUTRI,�LS EQUIPE\7 1. Contractor's proposal shall be based on the use of raterials required by the Contract Docwments. No other materials will be accepted, except as stated herein. 2. For all itens specified or indicated by proprietary name of risnu- facturer, -the Contractor ray, unless oihonrisc stated, offer a similar item which shall he substantially equal to or better in even., respect than that specified. If item of'fered by Contractor is not, ' in the opinion of Architect, substantially equal to or better in over>, respect that t:han specified, then Contractor Shall furnish the iter specified. Burden of proof as to equality of an), ite- rests with Contractor. Submit -request together with substantiating data for substitution within thirty (30) days after award of contract. 3. Acceptance of each "cqwl" product is at the discretion of Architect and asner, and will be evaluated based on structural stren.�th, nechinical or electrical performance or capacity, durability, finish and availability of parts, etc., for rnintenance and repair. It rust also be equal in the arran�cmcnt of plan or layout. MNT-RAL RJ-,(�LJIPJ2fi--\TTS LN -2 -64- 4. Architect's acceptance of a substitution does not relieve Contractor of responsibility to make, at his own expense, necessary cJiinEcs to adapt item to work, due to dirensional, service or access differ- ences between substituted item and adjoining or abuttini; work. 5. Any extra desigii costs caused as a result of a substitu tion shall - be paid for by the Contractor. M-04 T12.501MY CONSINUCI WN 1. General Pequirerents: Terporary construction shall. comply with all applicable provisions of Federal, State and 'ILmicipal safety laws and building codes to prevent accidents to persons on, about or adjacent to the premises where the work is 6cin.- pertorm.ed. 2. Fences and Barricades: Provide barricades, fences, canopics, -uird rails, warning si ' gns, steps, alarm. boxes, and all other �orms of r and property required for the conditions protection of life, limb of the work. 3. Temporary Utilities and Facilities: Provide and maintain all necessary utilities, includin.- special connections to water su--Iv and nower lines. The utility services shall be.r.aintnined throu�;hout the construction. 4. Toilet Facilities: The construction personnel shRIl use only those existing toilet facilities as assi�_ned for their convenience by the Owner. In other outlying areasp provide porta')Ic chemical toilets as required. S. Terporary Structures: A. Temporary Office: Tl,c Nmer will provide a suitable temporary office of at least ISO sq.ft. floor area with 3deq6ate electric service for heat, Ii.-hts and telep�onc. The office shall be available for the use of the Architect and all subcontractors. B. Storage Sheds: Provide for the proper storage of tools, materials and equipment c zp loyed in the perforrance of Vic work. 6. Layout of 1,,*ork: All terTorary construction shall be accomplished with a constant effort to cli�.inatc unnecessary noise, dust, obstruc- tion, and other annoyances, and shall not encLmber the preriscs a:1d adjoining areas with materials, equipment, or the parkin,; of cars. 7. Scaffolds and Runways: A. General: Provide all scaffolds, runways, guard rails, platforrs rmd similar tcTT-orary construction necessary for the performance of the contract. Su�h facilities shall be of trpe and arranl,c- ment as required for their specific use, shall be sul)stantially constructed thrOUgl=t, strongly supported, and well secured. B. Ladders, P.-irTs and Stairs: Provide between different levels of the sn -ucturc. Oren walls ant! shafts shall be enclosed with railings of 42" heiglit, provided with top rail, intcrr'Cdi3tC rails not rore than 9" on center, and toeboards of 6" heiOnlit. -65- T3T_(V11T'r1n!\!'rV 1A .'� Maintenance: All work includingo fences and gate s shall be maintained in servicable conditions at all. tines and shall remain in place until their rcroval is or6crcd by the Architect. All work whic.11 is exposed to public view shall have a neat, clean, attractive appearance. 11. Removal of Te:T-forary Construction.: Rerove terrorary work frorr the site as rapidly as progrcss will per.mit or as �iTOCtCd by Architect. Upon conpletion of the wci-k, all structu-es of a tc-irorary nature shall be removed from the - site and the Premises left in a condition as approved by Architect. IA -05 EIORK'IMSHIP I Unless othemise notei, worlo-onship shall conform. to best standards and accepted practices of trade, or trades, involved, and shall include all items of fabrication, construction and installation rf­uI3rlN finished or required for cr)T7)lction of the pToject (includin-, any finish required for appearance or operation as intended), hor, required throu-hout shall be of such quality as will result in first class work only, executed by mc]).mics skilled in their respective lines of work. Labor shall be perform.ed in best, most worl3imilike manner. 2. Conpleted work shall be durable and substantially built and shall pre- sent neat, workmanlike appearance. IA -06 MNTFRIALS 1. Unless otherwise indic3tcd, all work in conncction with manufactured articles, r,atcrial, systers and equipment sl,nll be per imnufacturcr's current written rccor-ricn(latiOnS, SpOcific.3tiO.'Is and instructions. Furnish on request copies of manufacturer's literature or refermcc association specifications. -66- GENE-R.�L Ttr..Qjjlrj-INrS L%-4 9. Protection of Work in Place: A. General: h'orl, in place that is subject to dayr-agne because of Operations adjacent thereto shnll be covered, boarded up, or substantially enclosed with adequate protection. Permment openings used as thorougl.-if arcs for the introduction of work md imterials to the stnicture shall have heads, jarbs and sills well blocked and boarded. B. Weather Protection: Provide adequate protection fron all weather conditions to existing and new work. Remove and replace all darroged work and rateriols. Specifically, rcof openin;s shall be provided co",letc protcctio�. -10. Fire Protection: Ir-i-cdiatclv following t -ho initial delivery and storage of combustible rater'lals at the site of Vhc work, and throughout the construction period thereafter, the Contractor s'iall supply and naintain a suitable mcans of fire protection for these m.terials. 11. Removal of Te:T-forary Construction.: Rerove terrorary work frorr the site as rapidly as progrcss will per.mit or as �iTOCtCd by Architect. Upon conpletion of the wci-k, all structu-es of a tc-irorary nature shall be removed from the - site and the Premises left in a condition as approved by Architect. IA -05 EIORK'IMSHIP I Unless othemise notei, worlo-onship shall conform. to best standards and accepted practices of trade, or trades, involved, and shall include all items of fabrication, construction and installation rf­uI3rlN finished or required for cr)T7)lction of the pToject (includin-, any finish required for appearance or operation as intended), hor, required throu-hout shall be of such quality as will result in first class work only, executed by mc]).mics skilled in their respective lines of work. Labor shall be perform.ed in best, most worl3imilike manner. 2. Conpleted work shall be durable and substantially built and shall pre- sent neat, workmanlike appearance. IA -06 MNTFRIALS 1. Unless otherwise indic3tcd, all work in conncction with manufactured articles, r,atcrial, systers and equipment sl,nll be per imnufacturcr's current written rccor-ricn(latiOnS, SpOcific.3tiO.'Is and instructions. Furnish on request copies of manufacturer's literature or refermcc association specifications. -66- GENE-R.�L Ttr..Qjjlrj-INrS L%-4 I 2. Pro-ntly advise Architect, in writing, if any Tr3terial, labor or equip-,-,�--nt will not be available to the project. 3. 1,,Iicncvcr any item is referred to in the contract docu-)Cnts in the singular nLr-.bCT, such reference shall apply to as rany itcms as are required to conplete the wory. IA -08 DU13T C0N7P%0L Contractor shall maintain as dust-fTee an enviToTurent as possible at all times. Water ray be used, if necessary, for the purpose of controllin.- dust. I -67- C,LNENAL 1,1701,1110NEXI'S IA -5 1A--09 SO=LJLLS AND REPORTS Testinc and Inspection: Tests shall be MadC Of materials as TOqUired by these SpLcifications by a testin.; laboratory selected by the Ch,-ner. The nu-ber of tests shall �e as deter73ned and �s required.' All tcstin- and inspection costs, as -required by tnese Specifications, will be at tl�lc exTense of the (N-ner, unless specifically stated to be by Contractcr in the Technical Sections of the Specifications. Desi."n of concrete mixes and testing for reredial work or 're-testinn of faulty work shall be borne by the Contractor. 3,A-10 S.-WPLES AND S1Y)P 1. Where required by the Specifications to sul—it shop drawinzs, provide one print of each and one se -pia reproducible. The Contractor shall have revieved any sucji submittal and shall indicate his arprox-al as to the suitability of the sul)r.ittal and its conformance with the Contract Doc%nents by iffixin.- his stwT. and Signature. After review by the Architect, the sepia will be returneLl for printing and distribu- tion by the Contractor. All shop drawings in the field must have an approved starp. 2. Where required by the Specifications to submit broc�iurcs, catalogues, etc., provide four -copies of each item submitted. IA -11 PRWECT CLOSEOUT In addition to the Tequirerents of the General Conditions, the followinl- requirements rust be fulfilled before final payment uill be authori:0d: 1. Submit all required written vu3rantees. 2. Prov-ide Nmer with complete and satisfactory file of operation and maintenance manuals of equiprcnt and materials used in the work. IA -12 ALTEMNATIVES 1. See Bid Proposal for Alternatives. I -67- C,LNENAL 1,1701,1110NEXI'S IA -5 I I Ii I F I I I I I I I I S=19' Ik - DEIDLITTON: CLZ�RINC & GRLMBING PAFG I - M- M-�L 2A-01 RELATED XCUEWS The General Conditions, Supplementary General Conditions and Division 1, General Requirements, shall apply to all work in this section. 2A-02 $COP—' The work includes all demolition and clearing and grubbing as specified herein and as shown on drawings. PART 2 - EV.-CUFION ZA-03 GENERAL 1. All Teu-sable !-iiaterial TCrOVCd shall be retained by N -nor and safely stored where shuw-n on drawing.. 2. Demolition shall be done in a safe, orderly narmer without darnEe to other portions of the pro-,eTty or adjacent properties. Any TeSUltingv damage or loss s;iall be corrected by Contractor at il3.s 01M expense. 3. Provide safety devices includinc-, barricades, signs and coverin-s in confoniiance with all applicable safety regulations. See IA -04.1. 4. Debris shall not be all(n,;el to accumulate. I 2A-04 PROTEMON OF EXISTING CONSTRUCTION 1. Protect existing utility lines to remain. All utility lines to be removed shall be properly capped. 2. Areas of wood ceilingto be removed shall be removed carefully in such a way that it can be -reused for repair in other areas of the house. 2A-05 TENTOFORY SIORING Miere structural bearin- walls or structural members are to be removed, temporary sliorin.- shail"be installed prior to derolition. Tvr!porary shoring shall remain until new structural members are in place. ZA-06 PROTECTION OF GROINDS 1. Maintain protection of trees and plant Tnaterials to remain until completion of work. U 1 -68- ION, 2A-1 2A-07 CLEARING & GRUBBING 1. All shrubs, stumps, rocks, rubbish, weeds, etc., shall be stripped and -removed from the areas to be graded and removed from the property. 2. Strip top soil in areas to be graded aTid stockpile where directed on the site for future use. -69- DDIDLITION 2A-2* SECTION 2B - F-AJMP%'ORr PART I - GIM -1W, ZB-01 PELATED DOMEN7S The General Conditions, SLniplcmcntary General Conditions and Division 1, General Requircments, shall apply to all work in this section. 211-02 RELATED I%Z)IZK SPECIFIED IN OTIFIZ STCTIONS Concrete Fonm�ork - Specified in Section 1%. 213-03 SCOPE The WOT':, inClIldeS all excavatin!,, gT3dinP , and bacl-,fillin-, and related worl- as specified herein, as sh��,m, and as necessary to co"Icte the installation. 2B- 04 TESTING k;D INSPECTION Fill material. PART'.2 - PRODUCTS 2B -OS "MER1.31S 1. Drain Tocl:, as indicated, shall be free -drain in.- ggravcl or crushed rock of Class 2 peircable ratcrial as sPecified by the State of California Standard SrcclHcations. 2. Fill Material: Granular, free of debris, deleterious material, and organic material and roots. 2B-06 COMPACTED FILLS 1. After the cleanin.- and strippin; operations and the cuts have been completed and bcr re an), fill is placed in any particular area, the .0 existing surface shall be scarified to a depth of 0" and ccf7.acted to dry densities in excess of 9010 of the maxinum. dry density as obtained by the Standard Cci7,paction Test, A.Srl Dcsimation D1557 -70(c). 2. Spread fill materials in layers. Fill shall have a unifor.�l roisture content that will provide the specified dry lonsity after ca-paction. The layers of the fill rmterial'shall not exceed S" and cad'i layer shall be co,—pacted with suitible co -.action equiprent to rrovide Vic speciijed dry densities '1he dry densitv ot Vic co—., acte� 03rt;1 tiJ I shall exceed 90J ot the raxim= �ry dons'ity obtainable in the Standard Co,.:rpaction Test, ASI'l Desi.onation D1557 -10(c). 1 -70- MIMORK 2B -l* I 11 I r I ASPHALT PAVING 2C -I* 1 -71- SECFION 2C - ASPHALT PAVINC PARF I - GFM3RAL 2C-01 RELATED DCaM-NTS The General Conditions, Supplementary GenOral Conditions and Division I General Requirements apply to all work in this section. 2C-02 SCOPE The work involves all asphaltic concrete paving as specified, as shown and as necessary to complete the installation. 2C-03 STANDARDS Conform to section stated of State of California Department of Public Works, Division of Highways, Standard Specifications. PARr 2 - PRODUCT'S 2C-04 ROCK Section 27, Class B plant, mixed cement treated. 2C-05 CURING Liquid asphalt MC -250 2C-06 ASPHUTIC CONCRETE Section 39, January 1973, Type A 3/4" maximum size, medium grading., PART 3 - EXECUrION 2C-07 INSTALLATION Conform to State specifications sections enumerated above for base course, curing, seal' and paving. I 11 I r I ASPHALT PAVING 2C -I* 1 -71- I ISEMON 3A - CON.'CR=z FOT-f1',*CRK I I I I I j PAT<r I - MTRA!, SA -01 RELNTED D,�,17FNTS The General Conditions, Su,-plerentary General Conditions and Division 1, General Requirements, shall aprly to all work of this section. 3A-02 RF--LkTE-D WORK SiTCIFIED IN OTHER SECTIONS Reiniorcing Steel - Specified in Section 313. Cast -in -Place Concrete - Specified in Section 3C. 3A-03 SCOPE The work includes all form�ork as specified herein, as shown, and as necessary to corplete the installation . M-04 STANDMOS Except where Vic provisions of these Specifications and/or drawings are r more exacting, the following standard specifications shall apply where applicable: 1. Specifications ior Structural Concrete Buildin.- ACI 301-66. 2. U.S. Departncnt of Comerce Product Standard PS 1-66- 3. Corply with all applicable ACI recormcnded practices. I 3A-05 GF-'\T-P'u P-EaTIRrENus 1. Coordinate and rake provisions for the installation in the foms of all sleeves, dowels, anchors, bolts, and otJ1cr itc.-s required by other trades. 2. Secure infon-,,ation and provide for all. openings, offsets, sinkaZes, recesses, nailin.- blocks, chases, inserts, and other related iters. 3. Ascertain that all iters necessary to be installed in the korTz are accurately located and secured in the foms prior to placin.- of concrete. PAW 2 - PRODUCTS 3A-06 MkTEIZIALS *lu7ber 1. Forms for flat surfaces shall be constructed of flat free from warps and checks. Minii-mm thickness shall be 3/4". 2. Form, Scaler: All panels shall have a srooth surfacc treat;-.crt to prevent any development of bond or aclhcsion to concrete and to seal form surface a.-ainst roisture. -72- F01MURK 3A-1 3. bolts, rods or devices used for internal ties and spreaders sh3ll be of such constniction that w.Vn the forr-s arc removed, no retal shall be witnin I" of an eXtCTIOT, nor witnin 1/2" of an interior concrete surface. PARI' 3 - F\ICUTION 3A-07 INSIALL'UTON 1. Check all lines and elevations using survcyin', instruments, Check 0 0 and relate survey, cirawin.-s, property lines and elevations before concrete is poured. 2; Take special care that for -,s are true to the req ' uiTed lines, grades W surfaces so as to �ivc a uniform, neat and worknanlihe finish to all concrete surfaces. I I I I CONVRFTE r-OT,r,-.'OM 3A-'-'* -73- 3. Fonz and for,-. supports shall be complete and oil such strenfth an(I construction as to prevc-t any spread, shiftin.- or settlin.- of sm7c when concrete is ad:7itted therein, and tig-nt enou�,h to avoid any leakage or washing out of cement mortar from the concrete. 4. Exposed concrete surfaces shall be for -.cd with water-tiz-ht forms. All crac.-,s and joints shall be taped and scalel in an approved ir.aTiner. S. Thoroul-Illy water soak board form-- before placing -my concrete. WettinZ of forms rust be started at least 12 houts before placin.- concrete. 3A-08 FOM -1 RT-.11W.�L 1. The length of tire the Eonrs and shoring rust remain in place depends on the rate of tir.c required for the concrete to dotain a proper stren,,th ' and uplon the construction loads to he placed on the concrete ' Do not re-ove the fon-,s or shoring until the con- crete has cured, and in no case until reviewed. 2. Do not remove or disturb wall foms for at least 7 days. I I I I CONVRFTE r-OT,r,-.'OM 3A-'-'* -73- I I I I I I SECrION 3B - REINTORCING STEEL PART I - GENERkL 3B-01 RELATED TX)CUn\7S The General Conditions, Supplerent3l General Conditions and Division 1, General Requirements, shall apply to all work in this section. 3B-02 RE-L,%TED 1'.'OPK SPECIFIED IN MIR SFCFIONS Concrete Fomwork - specified in Section 3A. Cast -in -Place Concrete - specified in Section 3C. 3B-03 SCOPE The work includes all reintorcing steel as specified herein, as shown, and as necess3r�- to co7-rlete the installation. 311-04 STX\�).kDJ)-'; Except where the provisions of these specifications and/or dran�,in.-s are rore cxactin,�, the following standard specifications shall al, ply uliere applicable: 1. Manual of Standard Practice by the 1%estern Concrete Reinforcin.- Steel Institute, latest edition. 2. Specifications for Structural Concrete for Buildin�;s ACI 301-72. 3. Reco,.nendcd Practice for Weldino.of Reinforcin.- Steel VS 12.1 latest edition. 4. Standard specification for deformed billet steel bays for concrete Teinforcc.-.ient A371 A615 74. PART 2 - PRODUCrS 3B-06 11ATFRLUS 1. Provide steel for reinforce-ent from new, unrusted stock, free fror! a LL� mill scale and delivered without rust other than iray have acc .UlateA in Prompt transportation in the work. 2.' Deformed reinforcing steel bars shall be in conformance with ASTTI A-615, Grade 40. 3. Use No. 16 AiToTicin WiTC GaU"e Or heavier black annealed tic wire. PART 3 - EXECUMON 313-07 M.TPkL TZT(�JlrT'ENTS 1. Do all work in a thorou-ji ranner and provide workmanship equal to the best practice of Trodern constructibn. -74-- .......... I I I I I I U I 3B-08 2. Provide reinforcin.- bars of the size, shape and nurbcr specified and carefully fomed to the dirensions indicated on the drawin.-s. Do not bend or strai.-hten reinforcerent in a rianncr that will injure Vie m.terial. 3. Unless otherwise indicated, r-rovide a -len-0 oil lap for reinforcing bars of 40 diancters. Avoid splices of tensile reinforce-mcnt at or near points of maximum. stress. The location of splices shall be subject to review. .4. Wherever conduits, pipin,-, inserts, sleeves and oVier items interfere with the placing of reinforce�i�ent as im!ic3tedl, consult with the Architect and secure a r�ethod of procedure before placin�; any concrete. Do not benJ or field cut bars around openin.-s or sleeves. S. Accurately place and secure all reinforcancnt indicated in a ri.pid manner. The following cleara--ices around reinforcing bars shall apply: 1. Against ground - 3" 2. Against fmwalls '- 2" 11 -75- REINFORCING STEEL 3B-2* I SFCrION 3C - CAS`I'-IN-IV.CE UONLREIT 1 -76- CA . ST -IN-PLACE (X)NCRT.TF-, 3C-1 PARY I - GENERU RELAIT-9 DCC*T-U\TS The General Ccnaitions, SuppleTentory General Conditions and Division 1, General Requirc-cntS, Shall apr.lY to all Work Ot this section. -R 3C-02 RELA:1,17,,Ij i%ORK SPL-.CIFIED IN Ulla SECTIONS Concrete Fom,:ork - snecified in Section -3A. Concrete Heinforcin, - specified in Section 3B. - X -03 SCOPE The work includes all cast -in-place concrete work as specified herein, as shmm, and as necessary to cocTpIcte the installation. 3C-04 SLANEWIDS I�ND 1'1)1�(710ES Except Where the PTO%IiSions of these specifications and/or drawin.-s are Viore exactin,, the follo;in,; standard specifications shall apply illiere applicable: Specifications for Structural Concrete for Buildin.-S ACI 301-72. PlUT 2 - PRODUCTS 3C-05 � ATE RIALS 1. Portland Corent: Shall be Type 11, confor-.in- to "Standard Specifi- cations for Portland Cement" (AS71 Desi.-natioOn C-150). One brand of cement shall be used throu�;hout the work for concrete. 2. Aggr"ates: Shall conform, to Standard Srocifications for Concrete Aggre�gatcs (AST. -I C-33) for stone concrete, except as herein modified. A. Fine aggregates shall be natural sand. The averace vt:.luc of sand equiv�allent det.-r-,:,.inLd by the State of Calilornia, Text I Method No. California 217, shall be 75 miniTrum. B. Coarse a--re-ates, whcn sa-Mled at the batchin-, bin, shall have a cleanness value of not less t -h -Li 75 ul-icn subjected to the clean- ness test perforred in accordance with the State of California Test M-thoi No. California 227. Coarse a,-;Fre.-ates shall be well grade'd' between size limits as required by �VIM-I C-33. 3. The Water: The watdr used in the concrete shall be potable. 3C-06 DESIGMr, AND PROPOR-IFIONING CONCUTE fine be Proportions of cement, nrgre.-ato and coarse ag.-re.-ate to used shall be subject to TCViCW and shall he mixed in such prq�ortions as 1 -76- CA . ST -IN-PLACE (X)NCRT.TF-, 3C-1 I I specified to be sufficiently worl,3hle to produce a uniforr., dense con- crete without sc-re-ation and of the rlinix�m strength specified. Ilixes shall be desiLrne�d, �tcstcd and adjusted in ar.T_le tire before the first concrete is scheduled to be in place. Proportion and desiin the rixes to result in a concrete slLr7p, at time of.placement of not Ics..s than 2" or nore than 4". 3C-07 CONOU-.TE PROPERTIES Min. 2B Day Max. Size CorT.ressive Location Argrega T)Te A-,Fregate Strength .1. Slabs on grade, footings � walls 3/411 Stone 2500 3" PART 3 - EI(FCLTInN 3C-08 OF__CM=E� 1. Use an approved batch rixoT fortllj:crachine mixin.- tile concrete. Prepare no freater quantity oF concrete than is -required for i=c- diaie use. ','o excess that is Ic ft over at niZht or -chat has bevn standin.- lon; cnou,h to set shall he reterpered or used in any way. 2. Accurately reasure'the incredients forminp. the concrete and so thorollf�lly rix by rachinc C -Int every piece of Tocl� is com.plctcly covered with rortar. After all the raterials m�)osin­ Vie concrete have been introduced into tho rixer, it shall tur*n not�less than ten (10) cor-plcte revnlutiens, in any event shall turn for not less I I any portion of the concrete is ta�:en out than one (1) T-.illu C berate L for use. The nixcr shall make mre t-han ten (10) co-.-lete revoluticns if so directed. 3. In all Other TCSr.)eCtS, re3dv-mixed concrete shall conform, to ASP! C-94. 3C-09 PLACING I. Notify the City at least 48 hys. prior to placement of any concrete. 2. Reviove all dirt, Chips, SaWdIlSt, rubbish, water, etc., from the formis before any concrete is deposited therein. No wooden ties nor blockinb- shall be left in concrete except where indicated for attach- ment of other work. 3. Concrete shall be handled from the batchin; area to the place of final deposit as rapidly as 1-..ractic.ible. Place concrete before initial set has occurred,'and in no event after it hns contained its water content for more than 4S minutes. Convey concrete from T-.ixcr to forrs as rapidly as possible and deposit as nearly as practicable in its final position hy methods which will prc%,cnL s'c,:rcgation or loss of inl-rc- dients. ThoroLli'My, tx­p so that all T)arts of the for -a are fillet] and so thrit no voids rerain in the mass or on the surface. Special care shall be taken to work Cie concrete throu.,h and 3rounJ the reinforcin.; steel. -77- CA17r-IN-PLACE CONCRrTE 3C---) I I. I 11 4. Do not place concrete when the man daily tcT7.,erature is less than 40 degrees Fahrenheit or grenter than 75 de�;rees Fahrenheit (and can be expected to remain in this ran. -e 'Or three days) unless special precautions are taken. Such precautions to insure the quality an. appearance of Cie concrete shall be sub-nitted for review prior to placing of concrete. rrotect freshly poured concretc'from premature drying. Provide suitable molst curing. In general, do -11 worl. in a thorough r-.anr.cr mid provide wor!-=nship equal to the best practice in rodern construction. Exercise m -cry care to nake a unitorr dense concrete ot required stren�;tn and rix and true to elevations and lines shown on the drawings. 3C-10 PW1T-C1'lr-V ANIL) CUMING Frotect concrete froT- injurious action ot the elencnt s and defacement of any nature during the construction operations. 3C-11 11NI'MING AND CLE%Nl.%15 1. Voids and stone pockets of a serious nature shall be drawn to the attention of the Ardiitcct i=cdiatcly atter Tcr-,ovin.- form -5. Instructions shall be issued before patchin,-, is undertaken. 2. All loose naterials such as laitance, tins, excess rortar, miils, form ties, and other ble�rishes shall be removed to the satisracticn of the Architect. -78- ChST-IN-1'LNCT-. M.1CME 3C-3* IPART 2 - PRODUCTS 4A-05 MTERIALS 1. New brick shall match existing brick in dimensions, texture and color. 2. SECTION 4A - NDV BRICK MASONRY -MORTVTZ 3. Sand: Shall be as per ASIM designations. C-144 except that not less PART I - MERAL 4A-01 REIATED DOMENTS The General Conditions, Supplementary General Conditions and Division 1, 5. General Requirements, shall apply to all work in this section. 4A-02 SCOPE The work includes all new brick masonry as specified herein and as shown S. on the drawings. 4A-03 STANDIVDS 6. 1. Brick: ASIM C-216 2. Mortar and Grout: ASPI C-476 4A-04 SAMPLES material. 1. Furnish samples of brick for approval by Architect. IPART 2 - PRODUCTS I E -79- NIM BRICK MSOINRY & MRTAR 4A-1 4A-05 MTERIALS 1. New brick shall match existing brick in dimensions, texture and color. 2. Water: Potable. 1 3. Sand: Shall be as per ASIM designations. C-144 except that not less than 5% shall pass the No. 100 sieve.. 4. Portland Cement: Shall be a standard brand and shall conform to ASTM Specifications C-150 Type I or Type II, low alkali. 5. Lim: Hydrated Lime shall conform to ASTM Designation C207. Quick lime shall be slaked and then screened through a 16 meshli sieve. After slaking, screening and before using, it shall be stored and protected for not less than 10 days. S. Color: Lime -proof color -fast Trdneral pigment to be added to the mortar to match color of existing mortar. 6. I�brtar: Mortar shall consist of one part Portland cement, from one-quarter to one-half part hydrated lime, and clean, well graded Sand in the proportion of three times the stmi of the cementiou- material. I E -79- NIM BRICK MSOINRY & MRTAR 4A-1 I I I I 4A-09 CLF-kN-UP All waste and surplus materials shall be removed from the job site and all stains or dirt from this operation affecting other materials adjacent shall be cleaned satisfactorily. NEW 131ZICK �WSONRY F, MORTAr. 4A--'* PART 3 - E)'—PCUrION 4A-06 LAYING Brick shall be laid in pattern to match ex isting brickivor1k. 4C-07 WRTAR 1. Mortar shall be mixed in a batch mixer for not -less than five minutes, and shall be mixed long enough for thorough intimate mixing of all ingredients. If color is added, it should be added in a consistent manner to provide final Lmiform.1ty. 2. Mortar Retempering: Reterpering on mortar boards shall be done by adding water within a basin formed with the mortar and the mortar reworked into the water. Dashing or pouring water over mortar will not be permitted. Harsh, non -plastic mortar shall not be used. retempered nor 3. Mortar Joints: Mortar joints shall be raked in the same mariner as existing brickwork. 4A-08 CLENNING Mortar be 1. stains shall removed as work progresses. 2. In the event ordinary cleaning is not adequate, special methods such as steam cleaning, chipping, etc., must be used to clean the surface. I I I I 4A-09 CLF-kN-UP All waste and surplus materials shall be removed from the job site and all stains or dirt from this operation affecting other materials adjacent shall be cleaned satisfactorily. NEW 131ZICK �WSONRY F, MORTAr. 4A--'* SECT ION 6A - MUCH CARPENTRY 6A-01 REI,%TED DOMMN7S H I ME I ROUQ1 COPENTRY 6A-1 The General Conditions, Supplementary General Conditions and Division 1, General Requirements, shall apply to all work of this section. 6A-02 RELATED WORK SPECIFIED IN OTTIER SECTIONS Finish Carpentry specified in Section 6B. (A-03 SCOPE The work inclu0cs all rough carpentry work as specified herein, as shoi%m, and as necessary to complete the installation. 6A-04 STIMARDS Except where provisions of these specifications and/or drawings are more exacting, the following standards shall apply where applicable: 1. Standard Grading and Dressing Pules No. 16 of the West Coast Ltmiber Inspection Bureau. 2. American Wood Preservers Association Specification C -*l. 3. Uniform Building Code, 1976 Edition. 6A-05 GENE -RAL Rough carpentry work and miscellaneous items and their related components which are to be furnished and/or installed under this section are not necessarily individually described. The most important features and those requiring detailed description are mentioned. Rough carpentry work and miscellaneous items not mentioned or described shall be furnished and/or installed in accordance with the intent of drawings and specifications and as required to complete the work. PART 2 - PRODUCTS GA -06 MATE -RIALS 1. Framing lumber shall be Douglas Fir (Coast Region) graded in accordance with the standard Grading and Dressing Rules No. 16 of the West Coast LuTiber Inspection Bureau, and shall be grade marked by the W.C.L.I.B. All lumber shall conform to the following minimum grades: H I ME I ROUQ1 COPENTRY 6A-1 A. Grades -. Use Wood Grade T&G Decking Redwood Joists & planks D.F. #1 Studs, diagonal braces D.F. #1� Blocking & bridging D.F. 02 Beams & stringers D.F. Select structural New mud sills Redwood Foundation grade, treated B. Surfacing: See drawings for surfacing. In general, ell exposed posts, beams, rails, etc., are surfaced on four sides. C. Moisture Content: Moisture content of Douglas Fir framing lumber shall not exceed 19%. 2. Plywood Sheathing: All plywood sheathing shall be Douglas Fir meeting the requirements of U.S. Product Standard PS 1-74, of the sizes and thicknesses shown on drawings. Each panel shall carry - the grade trademark of the American Plywood Association along with the DFPA Quaiity Stamp. Unless noted otherwise on drawings, all diaphragm -roof, wall and floor sheathing shall be grade marked "'Structural T'-', Exterior Grade. 3. Rough Hardware: Furnish all items of rough hardware to complete the work. All exterior hardware shall be galvanized.. A. Nails: Cofanon wire. Use galvanized nails for all exposed framing. B. Bolts: Standard mild steel, square or hexagonal head machine bolts with matching nuts and cut washers as indicated, ASTUA307- C. Lag bolts and screws: Galvanized, conforming to Federal Specification FF -B-561, of sizes shown or noted on drawings. D. Toggle bolts: Galvanized, conforming to Federal Specification. FF -B-588, of sizes shown or noted on drawings. E. Miscellaneous steel shall be ASTM A36. 6A-07 LAYOUF OF 1,,'OU Before coimencing woi,k check lincs and levels indicated and such other work as has been completed. Should there be any discrepancies, report -82- ROUGH CARPINTRY 6A-2 F. Framing Anchors: Simpson Company, or Approved equal, galvanized framing connectors and joist hangers as detailed, not less than No. 16 gauge (USS) before galvanizing. 4., Exterior Wood Dock Preservation Treatment: All existing mud sills and all exterior deck framing and decking treated with Cuprinol #20 Clear preservative. PART 3 EXECITTION 6A-07 LAYOUF OF 1,,'OU Before coimencing woi,k check lincs and levels indicated and such other work as has been completed. Should there be any discrepancies, report -82- ROUGH CARPINTRY 6A-2 same in writing to the Architect for correction or adjustment. In the event of failure to do so, the Contractor shall be responsible for correction of any errors. 6A-08 CONSTRUCHON AND WORKMNISHTP 1. Foundation Mid Sills' and Anchor Bolts: All new and exi sting mud sills shall be bolted to foundation walls with anchor bolts. Maximum spacing shall not exceed 4 ft. O.C., with not less than two bolts in each sill piece. End bolts shall not be more than 12" from end of piece. A. At existing footings : 1/211 o x 6" Wej-its type expalLsion bolt or equal. B. At new footings: 1/211 o threaded dowel with nut and 2" o washer. Embed 7" into concrete. Hook end 3". 2. Framing: All wood framing wolk &hall be properly framed, closely fitted, accurately set to required lines and levels, and secured rigidly in place. Special framing, or construction not explicitly shown or specified, shall be provide as required to complete the work in the best and most workmanlike manner. Nailing shall be done in. a thorough manner with nail sizing and number or spacing conforming to Uniform Building Code. 3. Plates for partitions and walls shall be single at bottom' and double at top, except as othenAse detailed. Splices in top plates shall be staggered not less than 48". 11,liere plates are cut for passing pipes and similar items, they shall be reinforced on both sides with 1/8" x 3" x IF' steel plates punched for 10d nails approxinately 3" on center, staggered. 4. Studding: Furnish and set all coltz,.= and studding of size, centers and locations indicated on drawings. Unless noted otheMse, studding for furring and partitions shall be 7x4 stud set 16" on center. Cripples shall be run to the floor plates. Studding shall be bridged at half -height with herringbone bridging, double- nailed at each end. Miere studding or wall furring is over 12 ft. high, there shall be two runs of bridging set in same. S. Furring, blocking and backing shall be furnished and installed where required for reception of veneer plaster, formation of architectural featurcs, conceaLment of pipes, conduits, ducts, attachrent of supports for toilet room ?ccessorici,building specialties, and other fixtures. Contractor shall consult with the trades concerned and set furring and blocking they require. 6. Joists: A. Joists shall be set with the crowning edge up'. Where openings occur, headers and supporting joists shall be doubled or triplcd, as the case may be, and licaders and tail joists shall be lituig on metal han�,,ors. Joists abutting masonry shall be anchored as indicated on drawings. _83- FOUC11 CARPENTRY 6A-3 I B. Framing system and sizes shall be as shown. Solid blocking shall be as shown on drawings. C. Include furring or stripping, properly.shimmed and leveled, where shoi-ai or required. I 6A- 09 LUABER FASTENINGS 1. Minimum Rcquirerv--nts: Nailings and bolting of wood members shall conform to the minir,= requirements of the Uniform Building Code, as specified herein and shcr�,n on the drawings. 2. Bolting: Bolt holes in wood shall be accurately locatcd and shall be drilled with a bit 1/16" larger in diameter than the bolt. Standard ir�allcable iron washers or equivalent steel plate washers shall be provided under bolt heads and nuts bearing on wood. All bolted connections shall be retightened before final acceptance, or, in the case of concealed locations, im-iiediately before the area is scaled off. 3. Lag screws: Installation of Ing screws shall be in accordance with the recommendations of the National Design Specifications. ROUGI CAITFM'RY 6A--4* 7. Grounds and Nailing Strips: Dressed wood grounds shall be furnished and installed as indicated or required for securing trim or other finish. Set grounds rigid, true, and in perfect, alignment. Nail grounds to wood members and secure to concrete or masonry with nailing blocks ov plugs or expansion type anchors. Provide wood stripping where indicated or required for attachment of finish materials. B. Fire blocking shall be installed as shown on drawings and where required by Uniform Building Code. 9. Framing of Openings: Openings shall be provided for mechanical and electrical equipment, dticts, etc. Framing for openings shall be as detailed on the drawings. 10. Frames for Cabinets: Frame all openings in walls required for the installations of cabinets and other items, including telephone and electrical terminals. 11. Plywooc! Sheathing Install plywood with long dimension porp- endicular to supports, studs or Joists as shown on drawings. Sheets shall be laid up with tight joints. I 6A- 09 LUABER FASTENINGS 1. Minimum Rcquirerv--nts: Nailings and bolting of wood members shall conform to the minir,= requirements of the Uniform Building Code, as specified herein and shcr�,n on the drawings. 2. Bolting: Bolt holes in wood shall be accurately locatcd and shall be drilled with a bit 1/16" larger in diameter than the bolt. Standard ir�allcable iron washers or equivalent steel plate washers shall be provided under bolt heads and nuts bearing on wood. All bolted connections shall be retightened before final acceptance, or, in the case of concealed locations, im-iiediately before the area is scaled off. 3. Lag screws: Installation of Ing screws shall be in accordance with the recommendations of the National Design Specifications. ROUGI CAITFM'RY 6A--4* SECTION 6B - FINISH URPDTrRY PART 1 - GENERAL 613-01 RELATED DOCUNENTS The General Conditions, Supplementary General Conditions and Division I General. Requirements shall apply to all work in this section. 613-02 SCOPE The work includes all finish carpentry as specified herein, as shown, and as necessary to complete the installation. 6B-03 RELATED 11v'ORK SPECIFIED IN OT11FR SECTIONS Rough Carpentry - specified in section 6A. Finish Hardware - specified in section 8C, but installation specified herein. Wood Doors - specified in section 8A, but installation specified hereip. 6B-04 STANDARDS 1. Lumber and Millwork - Woodwork Institute of California, Manual of Millwork. 2. Grade Mark or Grade Certificate - Required for each piece or bu:idle of lumber, or each item. PART 2 - PRODUCTS 611-05 LUMBER AND PIYIVOOD 1. General - Sound, clean, free from tool marks and free from warp which would adversely affect finished installation. .2. Fxterior Trim and Siding - Redwood, all heart wood, kiln -dried. Sizes and shapes of new trim and siding to match existing exterior trim and siding being replaced or repaired. Mill new members as required to match existing. 3. Interior Trim and Siding Repair - To match existing trim being replaced in sizes, shapes, species and finish. All new interior battens, walls, ceilings, Or trim shall be redwood milled as required to match exact size fo existing trim. PART 3 - EXEaTrION 6B-06 INSTALLNrICN 1. Interior Trim - All joints and mitres close fitting with flush surface. SQcurc finish items in place with finishing nails. Set 0 nails for putty stopp-Ing. Blind nail whore possible. Joints of straight runs of trim molding, base, with diaponal butts only and not less than 12 feet apart. Set face nailing for stopping. putty -85- FINISH CARPLNTRY 6B-1 I I I I I I I I I I I 2. Fxterior Trim - Install same as interior. Nail with hot dip galvanized box nails. Place exposed nails aligned and in equal distance apart wherever possible. 3. Secure all loose trim by removing existing nails and renailing. 4. Porch and bathrooms ceiling repair -'All missing or damaged boards shall be replaced and all loose boards shall be renail-ed to ceiling joists. Ifftere possible, re -use boards salvaged from other rooms for repair. S. Areas of siding repair - Where siding is damaged, replace entire damaged board and sufficient area around it as to give the wall area a uniform "as new" appearance. 6. Doors - Fit wood doors for clearance at jambs and head of 1/16". Slightly bevel edge. Hang and cut before painting. Do not rehang doors which are not painted on top, bottom, and jamb edge. Install hardware aL heights to match existing. a -86- n FINISH CAizi1LNrRY 6B-2* SECHON 7A BUILDING INSULATION PART I - GENERAL 7A-01 RELkTED DOCU%1ENTS The General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to all work in this section. 7A-02 SCOPE All insulation work as specified, as shown, and as necessary to complete the installation. PART 2 - PRODUCTS 7A-03 ROOF INSULIATION A. �Ianufacturer: Owens Coming. B. Product - Fiber.glas High -R Sheating insulation. 1-1/2" thick in 41-011 x 8'-0" boards. CR value- 12) C. Location - Over plywood sheathing entire roof. 7A-04 CEILING INSULATION A. Owens Corning Foil -Faced Fiberglass insulation 6" x 1511 x 32' rolls (R value: 19), or approved equal. B. Location - Above porch ceiling. PART 3 - MCUFION 7A-05 INSTAJ,TATION Install insulation as per manufacturer's recommendations. Provide nailing of High -R Sheathing to roof sheathing as recommended. 3 -87- BUILDING INSULATION 7A -I* 7B-06 FASTaT- RS Hot galvanized steel sharp -pointed conventional barbed shank roof nails (11 or 12 gauge) with at least 3/8" diameter heads. Nails shall be of sufficient length to penetrate 3/4" into stripping. 7B-07 INSTALLATION Install underlayment and shingles in accordance with instruction published by John's Manville. I I j _88- ASPHALT WOOD SHINGLES 7B -l* SECTION 7B ASPHALT ROOF SHINGLES PART 1 - GFAIETAL 7A-01 RELATED DOCUMENTS The General Cond itions, Supplementary General Conditiond and Division 1, General Requirements, shall apply to all work in this section. 7B-02 SCOPE The work involves all asphalt shingling as an alternate ro of to fire retardant wood shingle roof as specified in Section 7C as shown and as necessary to complete the installation. PART 2 - PRODU(7S 7B-03 ASPHUT SHINGLES John's Manville "Woodlands" Fiberglass seal-o-matic shingles. Color: Weathered Bark. 7B-04 bNDERLAYMENT One ply- John's Manville No. IS Asphalt saturated felt. PART 3 - EXECUTION 71345 PREPAR,�TION OF ROOF DECK Install new lx stripping over insulation as shown and as required for nailing of shingles. The Contractor shall examine. all roof areas and shall notify the Architect in writing prior to starting 0 work of any defects which he considers detr.Lrziental to the proper installation of his materials. 7B-06 FASTaT- RS Hot galvanized steel sharp -pointed conventional barbed shank roof nails (11 or 12 gauge) with at least 3/8" diameter heads. Nails shall be of sufficient length to penetrate 3/4" into stripping. 7B-07 INSTALLATION Install underlayment and shingles in accordance with instruction published by John's Manville. I I j _88- ASPHALT WOOD SHINGLES 7B -l* SE(.7fF)N 7C - FlU RETARD!%NT tMD SHINGLES PAU I - GENERAL 7C-01 RELATEL) DO(,IYE-N7S. The General Conditions, Supplementary General Conditions and Division 1, General Requirements, Shall apply to all work of this section. 7C-02 RELAT1iD WURK SPEClFIED IN (Tllihv SEC7TONS baiect Metal - sp ecified in Section 7D Rough Carpentry - specified in Section 6A 7C-03 SCOTIE The work includes all Roofing Shingles as specified herein, as shown, and as necessary to complete the installation. PART 2 - M�%TERIALS 7C-04 SHINGLES 1. Manufacturer: Koppers Corporation, Pittsburgh, PA. 2. Shingle: Shin.oles shall be Koppers western red cedar, fire retardant, No. I shingles, 18" "Perfections". Shingles shall carry the classi- fication of "Class C" prepared roof covering material; as listed by the thiderwriters Laboratories, Inc., Building Materials Director. *7C-05 NAILS I Rmt resistant, hot -dipped zinc or aluminum. Lengths as required for 3/411 minimum penetration into roof sheathing. I'PART 3 - E\T�CUFION 7C -n6 INSPECTION Inspect all areas to receive new shingles. Do not install shingles before any conditions which might lead to leakage are corrected. 7C -n7 IN_WALIATION 1. Weather exposure: Expose shingles 5-1/2". 2. Roof application: Apply shingles in straight, sin. -le courses. Double the courses at all eaves. Allow the butts of first-coursc ROO F SHINGLES 7C-1 -89- I shingles to project 1-1/2" beyond the first sheathing board. Allcxq 1/4" spacing between adjacent shingles. Keep joints in one course at least 1-1/2" from joints in adjacent courses. Do not directly align joints in alternate courses. 3. Valleys: For roofs with pitch 6/12 or siceper, extend valley flashing at least T' from each side of the center of the valley For roofs with lesser pitch, extend flashing at least 10" on e'a�h side. Shingles extendin,­ into the valley should be sa,.n to proper miter. Do not break joints into the valley, or lay shingles With grain parallel to the center line of the valley.. Use center-crinTed copper valleys as specified in Section 7D. 4. Hips and Ridges: Use "Boston type" hips and -ridges with protected nailing. Be surc to use longer nails in order to penetrate the sheathing. S. Nailing: Secure each shingle with two (only) rust -resistant nails, Place each nail not more U�ar -,/4" from the side edge of the shingle, and not more than 1" above the exposure line. Drive nails flush, but not so that the head crushes the wood. _90 - ROOF SIIINGU-S 7C-211* n SECTION 7D - FLASIITNG & SIff-Er 1\ff--TAL EART I - GFNERU 7D-01 RELATED DOCUINUNTS The General Conditions, Supplementary General Condition$ and Division 1 General Requirements apply to all work iji this section. 7D-02 RFLATED WORK SPECIFIED IN OTHER SECHONS A. Sheet Metal in connection with pluTibing and mechanical work �RcM_edin section 1SA and 15B B. Wood NaileTs specified in section 6A. C. Sheet Metal Flashing for skylight specified in section 7G. 7D-03 STAND.,WS Follow standards of the Sheet Metal and Air Conditioning Contractors National Association (SMACNA). IPART 2 - PRODUCTS 7D-04 MATERIALS A. Sheet Metal - Prime hot rolled steel, hot dip g�alvanized. 1 —ounces c -f prime spelter per square foot (2 surfaces) ASTIM A93. 24 gauge unless otherwise noted or specified. B. Solder - ASrJM B-32 half pig lead, half block tin. C. Flux - Best quality paste, non-acid. D. Fasteners - Bolts, screws, clips - zinc coated. E. Nails - Annular, zinc -coated. F. Plastic Cement - Koppers seal on roofing cement. G. Reglets - Morrison & Co. Cushion Lock Division. Aluminum, as Te—tailed. 7D-05 FABRICATION A. General - As detailed, specified and required to make a complete ;;�aterFr_ool installation. PART 3 - EXECUFION" 7D-06 WOMINNSHTP A. General - Follow SMNCNA Standards. Install all i,tems to lines and angles -straight and true; Plain surfaces free from waves and buckles, as few joints and scams as possible. FLASHING & SIMET METAL 7D-1 _91- B. preparation of Surfaces - Clean to receive sheet metal. C. Tinning - Tin full area of contact of soldered joints. D. Solderin - Slowly with well heated coppers of blunt design. Completely fill seams with solder. E. Seams 1. Flat lock - 3/4" wide minimum 2. Soldered lap seams - 1" wide minimum 3. Unsoldered plain lap seams - 3" wide minimun 4. All seams - Lap in direction of flow F. Sealant 1. Metal to metal - Use sealant specified in section 7E. Clean joint as per sealant manufacturer's Apply to full width of unsoldered lap seams and expansion joints. 2. Metal to roofing material - Buffer contact surface with plastic cement. G. Expansion Joints 1. Type - Lock split type 3" wide 2. Location - As required and within 8 feet from external and ernal corners. In straight runs not over 24 feet but over 8 feet at center of run. H. Intermediate Joints - As few as possible. Lock and solder where possible. Lap and solder elsewhere. 1. Nailing 1. General - Do not nail sheet metal 12" wide and over. Nail one ecTg—c only. 2. Spacing - 4 inches on centers typical. 3 inches on centers for items applied to roofing material. I -92- FLASHING & S111:FT M17AL 7D-2* I SECTION 7E - TURBINE ROOF VEN'TTLATORS PART 1 - MMRAL 7E-01 RELATED DOCMIENTS The General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to all work in this section. 7E-02 SCOPE The work includes installation of two new turbine roof ventilators, as specified herein, as shown, and as necessary to complete the installation. PART 2 - PRODUCTS 7E-03 MANUFACTURERS Triangle Engineering Co. 8711 Tamarack Sun Valley, California (213) 768-4050 M-04 YATERLALS A. "Whisper Cool" 14" diameter turbine ventilators (total 2) PART 3 - EXECUTION 7E-05 I NSTALLATIONT Install in compliance with manufacturer's recommendat ions, and per the requirements of Detail .4 and Sheet 5 of working drawings. I I I 7 I TUIMINE ROOF VENrILATORS 7E -l* 1 -93- SECTION 7F - CAULKING 7F-04 WARPANTY Guarantee theperformance of all sealant material in addition to the requirements of the documents listed under 7F-01 above, for a minimLn period of two years. PART I - GENEPkl, 7F-01 RELATED DOCU,= Use for The General Conditions, Supplementary General. Conditions and Division I., 7F-06 General Requirements, shall apply to all work in this section. 7F-02 RELATED WORK SPECIFIED IN MT -ER SECTIONS 7F-07 .Caulking Application: For glazirg - specified in Section 8D For windaiv installation - specified in Section 8B For sheet metal work - specified in Section 7D For general caulking - specified herein. fill shall be uniform to provide the sealant depth required. If opening 7F-03 SCOPE The work inclules all exterior caulking as specified, as shown, and as PART 3 required for a weathertight installation. 7F-04 WARPANTY Guarantee theperformance of all sealant material in addition to the requirements of the documents listed under 7F-01 above, for a minimLn period of two years. CAULKING 7F-1 ._94- PART 2 - PRDDUCrS 7F-05 IMUFACTURER Use for only products of one manufacturer any one caulking system.' 7F-06 CAULKING Exterior Exposed Caulking: Dap Acrylic Latex Caulk. 7F-07 BACK-UP ND%TERIAL Suitable material shall be untarred oakum fiberglass, polyurethane or polyethylene foam. No oily or asphaltic-t�­pe materials may be used. The fill shall be uniform to provide the sealant depth required. If opening 2s too deep, fill to within 1/2" with appropriate back -tip material. PART 3 - EXECUTION 7F-08 PREPARATION 1. General - Thoroughly clean all joints and/or openings to be caulked free from dust, oil, grease, loose mortar, or any foreign matter. CAULKING 7F-1 ._94- 2. Joint Profile - Joint depth not to exceed 1/2". Install backing material isrhere necessary. Joint width 1/4" minimum. 3. Application of Caulling - Strictly adhere to manufacturer's specifications. Apply with pressure gun, evenly to a full bedded joint. Tool to a smooth surface. CAULKING 7F-2* -95- 11 I I I I I I I I I I I I I SEMON 7G - Snl,IGTrS PART I - GENERAL 7G-01 RELATED DOCUMENTS The General Conditions, Supplementary General Conditions and Division 1, General Requirements apply to all work of this section. 7G-02 RELATED ITaLS SPECIFIED IN OUTER SECFIONS A. Wood Curbs - Specified in section 6A. 7G-03 SUBMITTALS A. Samples - Submit samples of each shape and extrusion used, at least one item with finish specified. 7G-04 FABRICATOR AND INSTALLER Must be a firm experienced in this field for at least five years. 7G-05 GUAMNTEE In addition to the requirements of section, documents listed in para- graph 7G-01, the work of this section shall be guaranteed for a period of two years after completion of the. project against all defects, including water leakage. PART 2 - PRODUCTS 7G-06 GENERU Furnish skylight as detailed, complete with all necessary components. 7G-07 MANUFAC=-R - O'Keefe's Inc. - or approved equal. Aluminum Building Products 75 Williams Avenue San Francisco, CA 94124 7G-08 SHAPES - Extruded Aluminum as detailed. Anodized Dark Bronze. 71-1--09 FLASHING Aluminum .032 Minimum Alloy 5005 - No. 14. 7G--10 FASTENERS AluminuTi screw nails with neoprene washers. 7G-11 GLAZING TAPE - Prestite No. 162 reinforced Butyl. 7G-12 ACRYLIC - Rohm and Haas Plexiglas. Lens Color: Clear. Double lens. SKYLIMFS 7G -I 1 -96- I I I I I I �97- SKYLIGUS 7G-2* 7G- 13 FABRICATIONI With integral aluminum curb and provision for condensation control and for condensate to drain to the exterior. Provide protective coating at contact points of dissimilar metals. Provide exTansion joints where -required. Construct with internal gutters and joints to make entire installation waterproof without the we of sealant wherever possible. PART 3 - EVECUT ION 7G-14 INSTALLATION - Install on wood roof curb with integral counter flashing ii-fu—niinum curb. Imbed curb in full bead of sealant. 7G-15 SEALWT - Apply in strict accordance with manufacturer's specifications. Us-6--i�]—iere it is impossible to make installation waterproof by other means. I I I I I I �97- SKYLIGUS 7G-2* M I I . I I I !>TCrJt.V BA - WOOD ItIrMlIS PART I - CDMFM- BA,01 RELATED DOC[PvF-NTS The Gencral Conditions, SiT.ple",ntary General Conditions and Division 1, Gcneral Requirements, apply to all work in this section. SA -02 RELATED IMRK MECIFIED IN OMTER S =-IONS GIPF:; & Glazing - specified in Section 8D. Caulkin7 & Sealants - sDecified in Section 7F. Glazing Putty Instalation - specified in Section 9D. Finish llar(�lwarol and Weatherstripping specified in Section 8C. CA -03 SCOPE The work includes repair or replacement of all windows or parts of windows as required to restore proper working and wcathertight condition to all windows. All windows shall'be restored to solid, sound condition and all missing parts replaced. PART 2 - PRODUCTS 8A-04 MUFRIALS Wood, Species of repair wood shall match species of existing wood being repaired or replaced. M -0S EXECMON 1. Inspect all windows at site. 2, Verify all areas of rotted or deteriorated wood in sash, franc, head sills and trim, missing or broken hardware, cables, weights, leys, or any other part of window. Window schedule provided on lomlct #4 of working drawings is to be considered only as a base list of problems. Contractor is responsible for detailed Inspection of each window. 3, Cut out areas of deteriorated or rotted wood until solid, healthy lbwd is reached. For small areas, fill in area with wood putty. If mTe than 10% of member is deteriorated, replace entire member. 4, Joining of any new wood sash stiles and rails is to be by wood dowels or mortise and tenon joining, similar to existing joints. Any new sash or frame members required shall match sizes of existing window members. S' lYL;P(-.Ct all exterior caulking arotuid all wi ndows and recaulk wherever dotoriorated. Note: areas between frame and siding which have acver bee caulked.'shall not be caulked. -98- WOOD WINDOWS SA -1 II=D DOORS SB- I* SECTION 8B - WOOD DOORS PART 1 - GEATRAL 8B-01 RFLATED DOCU'MINTFS The General Conditions, Supplementary General Conditions FLid Division 1 General Requirements apply to all work in this section. 8B-02 RELATED WORK SPECIFIED IN OMER SECTIONS Installation of wood doors: Specified in section 6B. Glazing for exterior doors: Specified in section 8D. 8B-03 SCOPE The work includes all repair of existing and installation of new wood doors as specified herein, as shown, and as necessary to complete the - installation. 811-04 STANDARD Woodwork Institute of California PART 2 - PRODUC`FS 8B-05 NEN DOORS A. Type: W.I.C. custom grade, stile rail doors, panel dimensions to match existing doors, as shown on drawings. B. Finish: Opaque C. Specie Douglas Fir PART 3 - IMCUTION BB -06 REPAID OF EXISTING DOORS A. Where repair of existing door is called for, Contractor may replace door with new door to match existing. B. Repair of stiles and rails, or panels: Joining of any now wood stiles and rails is to be by mortice and tenon joining similar to existing joints. C. Repaired door shall be placed in "like new" condition and shall match other existing doors in all respects. II=D DOORS SB- I* I I I I I SEMON SC - FINISH 1VMWAJZE PART 1 - MXERAL SC -01 RELATED DOMT-MS The General Conditions, Supplementary General Conditions and Division 1, General Requirements, shall apply to all work in thi� section. 8C-02 RELATED �DRK SPECIFIED IN OMER SECTIMS Wood Window Repair - specified in Section 8B. Wood Doors - specified in Section EA. 8C-03 SA\TLES Submit samples of all finish hardware including new window locks, pulls, etc., for Architect's approval prior to installation. PARr 2 - PRODUM SC -04 GENERU Furnish all hardware complete with all necessary screens, bolts or other fastenings for proper application, and to harmonize with hardware noterial. Provide two (2) to�71s for each size and tyre of special head screws used. SC -05 MTERI ALS 1. Window Hardware: Where existing window hardware is missing or broken, new window hardware shall match existing original hardware in size, material and design. Notify Architect if matching hard- ware cannot be obtained. 2. Door Hardware: A. See door schedule sht. #4 of working drawings. Submit all proposed door hardware to Architect for approval. B. New cylinder deadbolt locks: Schlage B260P with 10-055 Box Strike Finish #613 3. Weatberstripping: A. Door: 1) Pemko Door Shoe Q15 AV or 1216 AV, size to fit door. Pemko 170 D at door jamb and head., 2) Location: All exterior doors. I_100- FINISH RkMVkRE SC -1 3) Location: All exterior double -hung windows. PART 3 - EXECUrION SC -06 INSTALLATION A. Install in compliance with manufacturers recomendations. B. Where existing door hard�vare is to be replaced or repaired, all doors, hinges, knobs, latchsets, etc. shall be placed in complete operating order. FINISH 1VJOVtVE SC -2* _101 - I S v LCI'10" 91) - CLASS !V,11) C1,AZINC, PART 3. - MMRAL V-01 RELMID DUCI.M-NrS The General Conditions, Supplemientary General Conditions and Division 1, General Requirements, shall apply to all Work in this section. BD -02 REI -,\TED WURK SPECIFIED IN GMERSECHMS Glazing Putty: Application - specified in Section 9B Wood Windows - specified in Section SA 8D-03 SODPE The work includes glass and glazing as sIlecified herein, as shown, and as necessary to complete the installation. M-04 ST-VMATZD,; Conform to all applicable requirements of tfie Glazing- Manual published by the Flat Class Johhers .V-,sociation, Topeka, Kansas. PART 2 - PR0DtX7S V-05 MkMRIALS A, General: All glass new, clear, no dirt or scratches. B. Labels: With manufacturer's name, quality or cyrade and weight or thickness on each piece of glass. DO not TMO%'e label until final acceptance ot project or until directed to do so by Architect. C. 3/16" Clear Sheet. For windows and interior transoris. 1). Obscure 'olass where shown on drawings shall be smooth , even - textured , sand-blastcd type glass, without visible pattern. 'Mic-1,ness shall be 3/16". PART 3 - MC13TION 81)-06 INSTALLATION A. Ccncral: The glass shall be instg1led by e\pericnced woTI'ers in neco-rdance with the best standard practice of the trade and in -1CCOTda11C0 With the McoTiumndcd T)TOCOJUTOS Of the TCfCTcnce spec - i fi Cat i oil. L, Wood Windows: Install new glass witli scalant bead on hoth sides. S.9sh sliall 'be cleaned of all OIL) caulUng, dirt, T).1int and glass fragnicnts to peniiit prolicr scating of noi-� glazing. -102- GLASS F, fLAZIN(-. gl)-1 C. Exterior Doors: Install glass with sealant bead on both sides. 1). Cleaning and Completion: Tie glass shall be protected during the course of the work. Upon completion, leave all glass clean, free of labels, free from cracks and rattles. Replace any broken glass. E. Work shall he coordinated with sash , w1ridow and door repair as described in Sections 8A and 911. r,LASS F, MA21NO -103- I I' I GYPSUM DMIALL 9A-'1 -104- SEMOIN 9A - GYPSUM 1)RYI',ML PART I - GENERAL 9A-01 RELATED DOCUMENTS The General Conditions, Supplementary General Conditions and Division I' General Requirements apply to all work in this section. 9A-02 SCOPE The work includes all gypsum drywall work as specified herein, .s shown, and as necessary to complete the installation. 9A-03 RELATED WORK SPECIFIED IN OVER SECTIONS A. Taping and Spackling: Specified in Section 9F. B. Lath and Plaster: Specified in Section 9A. 9A-04 STANDARDS Comply with the recommended standards of the "Drywall Construction Manual" as published by the Drywall Contract Administrative Trust Fund. Water-resistant Gypsum Board, ASM C630-70. 9A-05 PRODUCT HANDLING Deliver all materials to job in original unopened containers or bundles �jnd protect from damage and (xposure to elements. PART 2 - PRODUCTS 9A-06 - MANUFACTURERS Gypsum Board and Accessories: U.S. Gypsum Company or approved equal. 9A-07 MATERIALS A. Gypsum Board 1. Sheetrock 1/2 inch thick, type 'Y'. 2. Location: as shown on draidngs. B. Trim: U.S. Gypsm 200-A anJ 200-B. I GYPSUM DMIALL 9A-'1 -104- PART 3 - EXrCU`FlON 9A-08 BASE CONDITIONS Report unsatisfactory conditions in writing to Architect or assume responsibility for any unsatisfactory gypsum hoird installation resulting. 9A-09 APPLICATION General: As specified and as recommended by mdnufacturer. Use board size to avoid as many joints as possible. I -105- I GYPSUM DRYWAII, -,'A-2* SEL7ION 9B - 1=-RIOR MIMING PM I - (ENEERAL 9B-01 RFLATED rf.)(IJkEM The General Conditions, Supplementary General Conditions and Division 1, General Requirements, shall apply to all work in this section. 9B-02 RELATED WORK SPECIFIED IN OTHER SEMONS Wood preservative for new decking: specified in'Section 6A. 9B-03 SCOPE The work includes all painting and staining as specified herein, as shown, and as required to complete the installation. 9B- 04 SUBMITTALS Sub mit a conTlete list of painting materials if products other than Fuller -O'Brien are used. 9B-05 OOLORS AND S.4TLES Paint saimple area of exterior and interior for approval. 1 -106- EXITRIOR PAIWING - 9B-1 9B-06 GUARAVITE Guarantee all surface finishes for the guarantee period to remain free of defects, including the following: 1. Serious or uneven fading. 2. Evidence of blistering, peeling or chalking. 9B-07 PWIArr MNDLING Deliver all materials to the site in sealed manufacturer's container with legend and label intact. 9B-08 SrORAGE ANT MIXING Store and mix paint materials only in places desi&mated by Architect. Safeguard these places from all damages due to paint handling. Take adequate precautions against fire hazard. SB -09 rRMTCTION 1. Removable items: Remove before and reinstall after painting. 1 -106- EXITRIOR PAIWING - 9B-1 I EXTERIOR PAIWING 9E-2 2. Other Items not painted: Protect as required to avoid paint splatters or other dama.ge. 3. Painted items: Provide and maintain protection unntil all other work is completed. 4. Grounds: Protect all surfaces around the house, including driveways. sidmtralks and grounds, from splatters and other damage. S. Planting: A. Protect all plants arounl house from. paint or other damage. B. hhere plants are clinfing to wall surfaces, trim them as required to paint wall surfaces. 'AlieTe C. lanting around the house. inte rferes with worIz-icn and scaffolding, trim them back only as required for clearance.. §B-10 PATOHNG Fill holes or cracks and sand smooth. PAIG 2 - PROUJCTS 9B-11 MkNUFAC=-R Fuller -O'Brien numbers are used for paint systems for the purpose of establishing quality. Equal nroducts of Glidden or Sherwin-Williams may be used, subject to Architect's approval. Use only 6ne manufacturers's- products for any one paint system. 9BI-12 MATERIALS NOT SPECIFIED BY B10NI) NANIES 1. Linseed Oil: Clean, filtered, well settled, raw oil, Federal Specification JJJ-0-331. 2. Turpentine: Federal Specifications LLL -t-791. 3. Mineral Thinner: Best mineral thinner. 4. Driers: Federal Specification TT -D -651a. S. Shellac: Pure gun, Federal Specification IT -V-91, Type 1. 6. Alcohol: Denatured. 7. Putty: Federal Specification TT -P -791a. I EXTERIOR PAIWING 9E-2 PART 3 - FXr=ION 9B-14 SURFACE CONDITION Report unsatisfactory conditions in writing , to Architect or assume responsibility for any unsatisfactory finish resulting. All surfaces must be dry and clean. 9B-15 SURFACE PREPARATION 1. General: All existing exterior surfaces to be painted (including wood deck, wood trim, siding, shingles, doors and windows). Power -sand, wire -brush, hand scrape , or use whatever means necessary to remove all loose and scaling paint. No burning off of paint will be permitted. After removal. of all loose paint, surfaces shall be cleaned of all dust and dirt. Surfaces to be painted painted must be clean, smooth, level finish, free from cracks, irregularities, rou,gli spots, and indentations. Take care not to damage existing surfaces. Particular care shall be taken at areas of ornamentation both plaster and wood, that the detail work is not damaged. Contractor shall repair any damaged areas prior to painting. 2. Windows: Rer*ve all cracked putty at all windows. Prim wood surfaces with 220-23 exterior woo� primer. Then apply new putty. 3. New galvanized metal: Wash with Fuller -O'Brien Galvanp rime, followed by water. 4. Interior Nall Surfaces: Remove all existing wallpaper, plywoo ' d, and all miscellaneous na�ls and fastenings. After installation of new battens, sand walls smooth throughout wherever required. 9B-16' PAINT APPLICATIM 1. General: Except as noted in 'B' below, paint all surfaces of all items, including bottom edges of doors. 2. Do not paint: A. Brick Surfaces. B. Finish hardware. C. Interior framing members: Ceiling joists, new 6 x 12 columns, and all roof members shall be lelt unpainted. 1 3. Weather Conditions: A. Do no exterior painting in inclercnt or threatening weather. R. Do not paint at temperatures below 50 degrees Fahrenheit, or if surface temperature is below 50 degrees Fahrenheit. I_108- MERIOR PAINVING qB-3 3. N ew wood wall and trim surfaces (exterior): A. One coat 220-23 exterior wood primer. B. Wo coats: 161 -XX WeatheT-King latex house pa -int or 639 -XX Ultra -Color interior -exterior seini-gloss latex enamel. I- =-RIOR PAINTING 9B-4 1 _109- C. Do not paint in foggy weather on exterior or menclosed building. Do not paint if surface moisture is too high 211 the opinion of the Architect. 4. Dist and Dirt: Do not paint in areas not free from dust.or dirt, and where work of other trades or wind may cause dusting. S. Colors of Coats* Vary each paint in shade from preceeding coat in a manner that will make each coat readily distinguishable without affecting finish color. 6. Application: Apply materials and cut in neatly so as to dry uniformly to the color and sheen specified, free from runs, sags, wrinkles, shiners, streaks and brush marks. Brush apply only, unless spray application is permitted by applicable codes and Architect's approval has been obtained. 7. Manufacturer's Directions: Mix and apply all. materials as specified and in accordance with manufacturer's directions as printed on container. Do any thinning required in the manner and with the type reducer recommend. -d. Brush apply if manufacturer's directions call for it, or if such application will produce a better quality paint finish. 8. Spackling: Putty or spackle after surface is primed and prime coat is dry. 9B -17 FINISH SYSn-_1,1S 1. General: Number of coats specified are minimum. Apply as many coats as needed to completely hide surface and to achieve uniform color and finish. I 2. All existing wood wall surfaces, siding and wood trim, and )niscellancous balustrades, posts and decorative work (exterior): A. Spot prime all areas of exposed bare wood with 220n23 exterior wood primer. B. One coat 220-23 exterior wood primer. C.- 'Two coats: 161 -XX Weather-Ki_ng latex house paint 3. N ew wood wall and trim surfaces (exterior): A. One coat 220-23 exterior wood primer. B. Wo coats: 161 -XX WeatheT-King latex house pa -int or 639 -XX Ultra -Color interior -exterior seini-gloss latex enamel. I- =-RIOR PAINTING 9B-4 1 _109- 4. New Galvanized Metal: including new furnace flue. A. Wash with Fuller-O'Bricn Galvanprime, followed by water. B. One coat 221-12 ZincDust - Xinc Oxide primer. C. I'wo coats: 161 -XX Weather -King latex house paint or 6_19 -)DC Ultra -Color interior -exterior semi -gloss latex enamel. Existing and New wood decking: A. Spot prime all areas of exposed bare wood with 220-23 exterior wood primer. B. One coat 220-23 exterior wood primer C. One coat 130 -XX Porch and Floor Enamel (thinned 10%). D. One coat 130 -XX Porch and Floor Enamel (full body). 6. Interior wall surfaces including baseboard, ceiling trim, and doors: A. 2 coats 220-07 Enamel undercoat 1 coat 214 -XX Semi -Gloss Latex Enamel E)CFERJOR PAltrrING 9B-5 SECTION 9C - CARPETING PART I - GENERAL 9C-01 RELATED DCCUENTS The General Conditions, Supplementary General Conditions and Division'l Gone -al Requirements shall apply to all work in this section. 9C-02 SCOPE The work includes all wall-to-wall carpeting as specified, as shown, and as required to complete the installation. DC -03 SAMPLES Submit samples of carpet and padding for approval prior to i nstallation. PART 2 - PRORICTS 9C-04 CARPLT Armstrong: Penna:nt style #737-091, silver seal color, or approved equal. Construction: Textured level loop Fiber: 100% nylon Yarn Size & Ply: (122S, 1245)/2 Machine Gauge: 5/64" (346 nitch) Stitches Per Inch: 8.3 Pile Weight: 20 oz. per sq.yd. Finished Pile Height: 6/32" (.188") Coloration: Piece dyed on a continuous dye range Backings: Primary, Polypropylene; Secondary, woven jute Total Weight: 58.3 oz per sq.yd. Width: 12 feet 9C-05 PAD The felt pad shall be not less than 5002, and woven of jute and hair. PART 3 - INSTALLATION 9C-06 SURFACE PREPAPATION Flooring shall be inspected and cleared by contractor. Contractor shall fill or patch flooring wherever required for installation. 9C-07 EXECUTION Carpet installation shall be pci-formcd by experienced worlmion to the highest standard of the trade. Install3tion materials and methods shall conform to carpet manufacturer's recormiiendati Otis. CARPETING 9C-1 9C-08 CLEAN -LIP Upon completion of the work, the installation shall be left in neat clean condition. 9C-09 SPARE CUTET Mer shall be provided with extra carpeting equal to S% of the area of the installation for future repairs. E -112- U CARPETING 9C-2* I I I I SECTION 9D - RESILIENT FLOORING PART I - GENERAL OD -01 RELATED DOCIW-.NTS The General Conditions, Supplementary General Conditions and Division I General Requirements shall apply to all work in this section. 9D-02 SCOPE Installation of new resilient flooring and repair of existing flooring as specified herein, as shown and as required to -complete the installation. 9D-03 SAMPLES Furnish samples of resilient flooring for approval as called for in Division I General Requirements. PART 2 - PRODUCTS I9D-04 MATERIALS A. Colors: As selected from full range of manufactured colors from types specified. B. Vinyl Asbestos Tile: Armstrong 91, x 1/8" thick, or 12" x 12" x 1/8'. thick Excelon, Standard. Imperial, Travetex Style, or Feature tile plain colors, as selected. C. Adhesives: As recommended by manufacturer for type of tile and for substrate applied to. PART 3 - EXECUTION 9D-05 INSPECTION Inspect floor to receive finish material. Starting of work means acceptance of sub surface. 9D-06 INSTALLATION A. General: Clean floors. where necessary use leveler as per manufacturer's instructions and as recommendcd by manufac- turcr of flooring material to bring finished floors to smooth level plines with maximum variation of 1/8" above or below such a plane in length of 101-01'. B. Priming: Prime with primcr as recommended by manufacturer of flooring material. C. Laying Vinyl Asbestos Ti.1c: loints parillel with and per- pendicular co walls with equal horders oil opposite walls. See finish schedule for location. RESILIENT FLOORING 91)-1 -113- D Edge Strips: Instal I as detai led aiid vdierever floor edge does not occur at wall or base. E. Cleaning: Sweep clean and wash with water. F. Waxing ant] Buffing: Apply two coats of Carnauba base wax as recommended hN Malltlf�lCtUrer of floor material. Apply two coats, buffing cacti coat with clectric polisher. -114- I RESILIENT FLOORTNG 9r) 2 * e SEMON 9E - WOOD FLOORING RE FINISHING PART I - MT -,RU 913-01 RELATED DOCUIENTS The General Conditions, Supplementary General Conditions and Division I General Requirements apply to all work in this section. 913-02 SCOPE Installation of now hardwood floors and refinishing of existing floors as specified herein, as shown, and as required to complete the instal- lation. 9E-03 StWPLES Purnish samples of flooring as stained and finished for Architect's I approval. IWOOD FLOORING REFINISHING 9113-1* PART 2 - PRODUCTS 913-04 FINISH Urethane penetrating sealer. PART 3 - EXI-CUrION 9E -C'- INSTALLATION Place boards normal to joists of floor system. Lay out to have full board widths at juncture with other flooring materials. Blind nail with tight fitting joints. 9E-06 REFINISHING EXISTING WOOD FLOORING A. Sand as required for surface to be smooth with no sanding marks left', leaving wood free of surface paint. B. Patch existing flooring as required to leave a flat and uniform appearance. C. Stain to achieve color of approved sample when completely finished. Apply two coats urethane, sand between coats and at end if neces- sary for a smooth, durable finish. 913-07 CLEMING AND PROUCTION A. CLEMING - Clean floors after,completion. Do not use solvent injurious to floor or adjacent finishes and materials. B. PRUVEMON - Allow no traffic on floor until finish is dry enough to walk on. In.qtail protective covcr such as taped down Kraft paper before floor is walked on. IWOOD FLOORING REFINISHING 9113-1* SECTION 10A - TOILET AM) BATH ACCESSORIES PART I - GENER�U, IOA-01 RELATED DOMMENTS I I I TOILUF Bxnl ACCESSORIES 10A-1* -116- The General Conditions, Supplementary General C onditions and Division I General Requirements apply to all work in this section. IOA-02 SCOPE The work includes accessories and miscellaneous specialties as specified herein, as shown, and as necessary to complete the installation. PART 2 PRODUCTS IOA-03 MWERIALS A. Grab bars.- Bobrick B-6160 or approved equal. Install at locations and heights shown on drawings. (Total 2) B. Mirrors - Bobrick B-165 2436 (total 2), or approved equal. C. Paper Tower Dis penser - Bobrick B-262 (total 2), or approved equal. D. Toilet Paper Holder - Ketcham #475 (Total 2), or approved equal. PART 3 - EXECLJTION IOA-04 INSTALLATION Install all items in accordance with manufacturer's specifications. I I I TOILUF Bxnl ACCESSORIES 10A-1* -116- SECTION 11A - KITCHEN EQUIT'NULWI PART -1 - GFNMRAJ, 11A- 01 RFL6,TED DOCU\rLFW-1'S The General Conditions, Supplementary General Conditions and Division I General Requirements apply to all work in this section. IIA -02 SCOPE The work includes kitchen equipment as specified herein, as shown, and as necessary to complete the installation. 11-A-03 KITCHIN UNIT Kitchen unit shall be Dwyer Series 60 Model #E60SC, color: white, or approved equal. PARr 3 - EXECUrION 11A-04 INSTALLATION Install in accordance with manufacturer's recommiendations. E -117- Kl'ralfY EQU1PM1NF 1]A -I* SECTION 12A - WINDDIV TREA'DIEN7 PART 1 GENERAL 1ZA-01 RELATFD Doaj,%ggs The General Conditions, Supplementary General Conditions and Division 1 General Requirements apply to all work in this section. 12A-02 SCOPE The work includes roll -up shades, cleats and blocks as specified herein, as shown, and as necessary to complete the installation. PART 2 PRODUCTS I 9 I WINDOW 12A -l* 12A-03 ROLL -UP SWJ)ES (Total 6) Shall be spring-loaded roll -up shades without ratchet - stopping mechanisms. Shade material shall be muslin reinforced at edges as required for durability. Dimensions of shades shall be as shown on drawings. Provide cables, metal eyes, and accessories as shown on drawings. 12A-04 BLOCKS (Total 10) Shall be as manufactured by Schaefer Marine Co., "Series 2 halyard and lift turning block" (927, page 33 of 1.977 catalog) or approved equal. 17A -OS FYhS (Total 8) Shall be as manufactured by Schafer Marine Co.,-"Bullseye" (#19, page 69 of 1977 catalog), or approved equal. 12A-06 CLEATS (Total 8) Shall be Schaefer 3" cleat (#2, page 43 of 1977 catalog), or approved equal. PART 3 - EXECLITION 17A-07 INISTALLATIC14 Provide all fastenings as required for installation. Install as shown on drawings. I 9 I WINDOW 12A -l* SECTION ISA - PLMIDING PART I - GENERAL ISA -01 RELATED DOCUMENTS: The General Conditions, Supplementary General Conditions and Division I General Requirements apply to all work in this section. ISA -02 GENERAL REqUIREM.NTS Work under this section includes the plumbing as specified hercin, as shown on the Drawings, and as necessary to complete the installation, including but not limited to the following: A. Sanitary waste, drainage, venting, hot and cold water and fuel gas piping within building, and to points of connection as shown on Drawings. B. plumbing fixtures fitting and trim; including setting fixtures and their connections to sanitary waste, venting and water systems. C. Incidental work such as excavatinp, treAching and hackfilling, roof flashing pipe covering, testing and adjusting; and as otherwise noted on the Drawings or specified herein. ISA -03 RrLATED WORK SPECIFIF-D- ELSFMIE-RE Y A. Rough carpentry: Specifi.c] in Section 6A. B. Toilet room accessories: Specified in Section 10A. C. Site drainage: Specified in Section 2B. D. Electrical wiring and connections: Specified in Section 16A. E. The Contractor tinder this section shall verify the above with respective Divisions of the Specifications, and shall coordinate his work so that the General Contractor and all trades involved will understand the extent of theworK to be done by all concerned. F. Kitchen Equipment: Specified in Section 11A. ISA -04 STANDARDS A. plumbing work and material-, shall conform with requirements pre- scrihed by authorities having itirisdiction, including those of the County of nytn�e , State of �alifornja Administrative Code, Title . 8, and InLstrial '*,afety (CAL -OSHA), and Standards of the National rlectric Code, the State Fjr,,� !1arrh;i!, and the INational I iie Protection Association in(] 111�,urance Services nFfice. B. Matcrial!z and c(piipment shall he Undci-writers-listed and laheled where necessary to satisfy these requirements, 11 Ll IM B I NG i ISA -1 -119- b I Should any Part Of the plumbing design fail to comply with such requirements, the discrepancy shall be called to the attention of the Architect at least ten days prior to sub- initting bid. 2. If, after the Contract is awarded,.minor changes or additions are required by the authorities, they shall lie included without additional cost to the Owner. C. Obtain and pay for all required approvals, licenses, fees, permits, assessments and inspections; and upon completion of the Plumbing work, forward to the Architects all certificates of approval signed by the responsible aiithorities. 15A-05 COORDINATION A. Review conditions at the building -site, topether with the Archi- tectural Drawing-, and Specifications, and plan the installation of the Plumbinr Work to conform with existing conditions and those shown on the Drawings and specified hercin; to provide the best possible assembly of the combincd work of all trades. B. Care shall be given the coordinated installation of plumbing and electrical work. 1. No additional co5ts will be conside-ed for work which must be relocated due to conflicts with the work of other trades. 2. Work out "tight" conditions in advance with the General Contractor's superintendent in(] the tiades involved, and if necessary, prepare supplemental fabrication drawings for the. Architect's review before procceding with work in these arca�,. ISA -06 SUBMITTAL DATA A. Within fifteen days after receiving a notice to proceed, submit for consideration (through the General Contractor) four copies of a cOmplet anti all-incln';ive list of plumbini, materials and equipment proposed for use including items "as specified") accompanied by manufacturer's data shects - with specific mod -is (including accessories), tvpc-.,;, sizes, capacities, etc. clearly id(.,ntifi(-J thercon - sitch 'to inclu,P,: 1. Pipe supports 2. Drains anti cleannut.s 3. Valves, union7, hose 161+-, �,pecialtics 4. Plumbing fixtures, ti -4n, and acce- -;oj-1VS lob No. 76102 S" R The Architect will determine the equality of the materials and equipment proposed and his decision will he final. No materials or equipment may be -installed without t) ic Archi tect's approval. C. Any and all additional costs incurred by the substitution of plumbing material oi- equipment, or installation thereof, whether architectural, structural, mechanical, electrical or plumbing, shall lie borne by the Contractor under this Section.. PART 2 PRODUCTS 15A-07 MATERIALS A. Hot lines and cold water in building: Tyle L copper tuhing with sweat joints, streamline cast couplings. I B. Waste lines and vents. Dip galv. steel ASTH A-120-47, or All.,;. C. Soil and sewer in building - Standard cast iron bell and spigot, ASDI A -74-39T. D. Caulking - Lead FS QQ-I.-IS6 E. Screwed Joint Compound - FS 1111 -C -S36 F. Valves: 1. rate or globe as directed, Crane Co. or approved equal. 2. All valves of each type to lie product- 3f the same mal)x1factiirer. G. Cleanouts and Prains - Products of Jay R. Smith Manufacuring Comp-Iny or equivalent Josam, Wadr. or �UTn. ISA -08 FIXTURES A. Water Closets Kohler highline Water Closet, #K -3518 -EB, siphon-jet,..elongated 121, Solid plastic seat, K-4652 Kohler Lustra - 3/81' anole supply, K7638 urnealed vertical. tube with stop'. 0 Tank fittings: K9262, K9354, K9400. Note: Include all otherparts required for ijistallation. B. Lavatories Kohler Greenwich Vitreous china with S" back, K-2020 Supply and drain fitting: K -7436-T Supply pipes: K-7600, 3/8" angle with stops Trap: K-9000, 1-1/4" C, Water floater ISA -10 PIPING INSTALLATION A. Install traps and fresh air inlets where requi red by Code regu- lations. B. Install cleanouts at ends of horizontal runs, in changes of direction of horizontal runs in excess of 5 feet, and where required by Code regulations. C. Extend distribution piping, Including mains mid branches, mid 0 supplies to fixtures and equipment, as ij)dicated or required. I Z PIMBING ISA -4 -122- Sears 30 gallon gas-fired series 1142" water heater, or approved equal. PART 3 - EXECLTFIONT 1SA-09 FIXTURE INSTAL1,ATION A. The Contractor under this section shall be held responsible for the piotection of all fixtures furnished and/or installed by him until the Architect's acceptance of the Pluribing Work; and lie shall replace fixtures damaged by an), cause, and any trim 'with marred or scratched finish - without cost to the CMicr. B. "Rough -in" fixtures and set to standard heights unless noted otherwise; providing necessary supports. C. Install air chambers for all fixtures, at least one size larger than supply lines; minimtE—length - 18 inches. ISA -10 PIPING INSTALLATION A. Install traps and fresh air inlets where requi red by Code regu- lations. B. Install cleanouts at ends of horizontal runs, in changes of direction of horizontal runs in excess of 5 feet, and where required by Code regulations. C. Extend distribution piping, Including mains mid branches, mid 0 supplies to fixtures and equipment, as ij)dicated or required. I Z PIMBING ISA -4 -122- I D I 1. Pitch..piping a minimun of 1 inch in 25 feet for draining, and install drain valves at low points - to be accessible upon completion of the work. 2. Connect branches to mains and secondary mains on top of line_ - no exceptions, other than at fixture connections or drops to hose bibbs or drain valves. 3. Make changes in pipe sizes with reducing tees or reducer fittings; bushings or street elbows not permitted. ISA -11 WATER HEATING FO .UIPMENT A. Install new water heater as indicated, as well as all necessary piping and connections to complete the system. 13. Bolt water heater to wall with steel straps to make rigid, to withstand seismic forces of 50% gravity in either direction. ISA -12 CLENNING A. After all other Plumbing Work has been accomplished, clean equip- ment and exposed piping installed under this contract, and wash and polish all plumbing fixtures, fittings and trim,removing labels therefrom. t. Thoroughly clean off cement plaster, insulation adhesives an6 other foreign substances, and remove grease spots with solvent. 1. Wipe off such surfaces and scrape out all corners and cracks. 2. Carefully wire -brush exposed piping and metal work to reni'ovo rust and other spots, and leave smooth and clean., ISA -13 GUARANTrEE See General Conditions. -123- PLUMBING 1SA-S* I1 -124- MECHANICAL ISB-1 SECTION 15B - MEXUNNICAL PART 1. - GENERAL ISB-01 RELATED DO(aY.­T-NiTS The General Conditions, Supplementary General Conditions and Division 1 General Requirements shall apply to all work in this section. 15B-02 REJATFD WORK SPECIFIED IN OTTIER SECTIONS A. Required openings in the building structure, although the Contractor under this section shall be responsible for their locations and sizes and shall furnish data on same so as not to delay job progress. B. Electrical power wiring and connections, except as otherwise specified. 15B-03 SPECIAL REQUIRB�ff: �7S Work under this section includes the Heating Work as specified hefein and shown on the drawings, and as necessary to complete the installa- tion, including but not limited to: A. Supply, recirculation, and exhaust air systems B. Furnace C. Temperature controls D. Incidental work such as roof flashing, temperature control du6t insulating, testing and adjusting ISB-04 STANDA]U)S A. Mechanical Work and materials shall conform with requirements prescribed by authorities having jurisdiction, including those of the County of Orange, State of California Administrative Code, Title 8, and Industrial Safety (C-U-OSIIA), and Standard-,; of the National Electric Code, the State Fire Marshal, and the National Fire Protection Association Insurance Services Office. and B. Materials and equipmont shall be Underwriters I -listed and labeled wbere necessary to satisfy the requirements of the authorities. C. Obtain and pay for all required approvals, licenses, fees, per- mits, and inspections; and upon completion of the Mechanical Work, deliver to the Architect all certificates of approval signed by the responsible authorities. ISB-05 UX)RDIKATION Review conditions at the building site together with the Architec- tural Drawings and Specifications, and the installation of the plan I1 -124- MECHANICAL ISB-1 I I work under this section to conform with eX�st-ing miditions and those shown on the Drawings and Specifications; to provide the best possible assembly of the combined work of all trades. ISB-06 DESIGN AND LWOW Register locations on the drawings are schematic only. Contractor shall size all ductwork and registers, verify adequacy of furnaces, and be responsible for a fully balanced operating system. PART 2 - PRODUCTS 15B-07 FURNACE Furnace shall be 100,000 BTU capacity, ACI -k approved up-flow,gas furnace with spark ignition, as manufactured by Payne, Carrier, Day & Night, or an approved equal. 15B-08 DUCWORK Galvanized sheet metal of gauges and construction in accordance with the Uniform Mechanical Code and Si',IkCqA duct construction standards. Provide duct accessories as required for the installation. 15B-09 SUPPLY AND RL-IIJTZN GRILLES Kreuger or equal, factor), finished, dark brown. 15B-10 DUCr INSULAFTOIN All supply and return air ducts: insulate with 1 -inch fiberglass., ISB-11 'MERMOSTAT As required for the system. PART 3 - EXECUrION ISB-12 INSTALLATION Install furnace, ductwork, flue and registers in a neat, workmanlike manner and in accordance with all codes and standards described in ISB-04 and 15B-08. �TCIIAINICAL ISB-2* 125- SECTION 16A - ELEMICAL PART 1 - GENERAL 16A-01 RELATED DOCU,\RNTS The General Conditions, Supplementary G eneral Conditions and Division 1 General Requirements apply to all work in this section.. 16A-02 SCOPE A. Provide labor, apparatus, materials and equipment required for installation indicated by Drawings and Specifications, including that reasonably inferred for proper execution of work under section 16A. No extra compensation will be paid for tests, repairs, removal of unapproved or defective material, or for any other requirei-�ionts indicated herein. 1. Provide coordination with work of the other sections. Work done without regard to work of other sections or other divi- sions shall be removed as directed by the Architect. 2. Panelboards, distribution panels, dinners, feeders, branch circuit wiring, wiring devices, and connections to all equip- ment requiring electric service. 3. Lighting fixtures completely lamped. I 1. -126- ELEMIZICAL 16A-1 4. Complete kitchen equipment connections. 5. Hangers, anchors, sleeves, chases and supports for lighting fixtures. I 6. All required incidental work, such as excavating and back- filling, roof flashing and testing. 7. Any other electrical work as might be reasonably implied as required, even though not specifically mentioned herein or shown on the drawings. 8. It is the intent of the drawings and specifications that systems be complete, except as otherwise noted, and be ready for operation. 16A-03 WORK NOT INCUMED A. Openings in the building structure (except sleeves), although this Contractor shall be responsible for their location and size, supplying exact information concerning same to the General Con- tractor so as not to delay jbb progress. B. Finish painting, except as noted othcrwisc. I 1. -126- ELEMIZICAL 16A-1 16A-04 RULES, PERMITS, FEES MM INSPECTIONS A. All work to conform to latest rules and regulations 0 f N.E.C., Title 8, and with all applicable state or local codes. Should any part of the design fail to comply with such requirements, discrepancy shall be called to the attention of the Architect prior to submission of bid. B. If, after contract is awarded, minor changes and additions are required by aforementioned authorities, even though such work is not shown on drawings or ccvered in specifications, they must be included at Contractor's expense. C. Obtain and pay for licenses, permits, inspections and certifi- cates for inspection which may be required. D. Before final payment is approved, deliver to the Architect a signed certificate of final inspection from orange County. 16A-05 COORDIKA.TION WITH MIER WORK A. Become familiar with conditions at the job site, and with the architectural drawings and specifications, and plan the installa- tion of the electrical work to conform with existing conditions and that shown and specified so as to provide the best possible assembly of the combined work of all trades. B. All "tight" conditions must be worked out in advance, with the General Contractor's superintendent and the trades i-ivolvod, and if found necessary, supplementary drawings shall be prepared by this Contractor, for the Architect's approval, before work proceeds in these areas. No additional costs will be considered for work which must be relocated due to conflicts with the work of other trades. C. Any difference or disputes concerning coordination, interference or extent of work shall be decided by the Architect, and his decision shall be considered final. D. Electrical system layouts are generally diagrammatic, location of outlets and equipment is approximate. Exact routing of wires and location of outlets to be governed by structural conditions and obstructions. Wiring for equipment requiring maintenance and inspection to be readily accessible. E. The Architect reserves the right to make any reasonable change in location of outlets, prior to roughing -in. PART 2 PRODUCTS 16A-06 NINTERIALS A. General - Materials and equipment shall be new and listed by -127- ELECTRICAL 16A-2 . Underwriters" Laboratories Inc., and bear their label wherever standards have been established and their label service is -regularly furnished. B. Switches 1. Single Pole - "Lutron" Nova N-lP-S, color Ivory. 2. . Interior 3 -way "Lutron" Nova N -3P -S, color Ivory. C. Convenience Outlets Sierra #141D or approved equal, AU 3 -wire grounded, color Ivory. Weatherproof D. Outlet - Bell #244-2-G or app'roved equal, with G.F.I. E. Conductors - Minimum size conductors: 20 amp circuits . . . . . . #12 AWG 30 amp circuits . . . . . . #10 AlVG 40 amp circuits . . . . . . # 8 AWG 50 amp circuits . . . . . . # 6 AIVG F. Lighting Fi)aures - As specified on Drawings. G. Wiring Within Buildings - Non-metallic sheathed cable (Romex) with copper conductors and grounding conductors. Rigid metal conduit on exposed walls as shown on drawin,gs., H. Flush Plates - For surf -ace mounted outlet boxes, switches, receptacles and telephnne Color ivory. outlets. 1. Fuses - Buss, non-renewable type. J. Smoke Detectors - Firemaster #FRUI - by Pyrotechnics. K. Panelboards - Flush or surface mounted, with branch circuits as required. Sierra Switchboard Co. or equal. 16A-07 LIST OF MAJERIALS AND SUBSTITUrIONS A. Within fifteen (15) days after signing contract or receiving notice of intent to proceed, this Contractor to submit fror con- sideration a list of materials which he proposes to use, substi- tutions listed for items hereinafter specified to be accompanied by blueprints and/or other data. B. Any and all additional costs incurred by the substitution of electrical material or equipment or installation thereof, whether architectural, structural., plumbing, mechanical or electrical, shall be borne by the Contractor under this section. C. Burden of proof of equa lit), of any substitution for a specified product is the respons ibi lit), of this Contractor. 128- r-. L E. c 16A-3 'rRICAL I V D. Where required by Architect to ascertain equality of substitute pQuct, Contractor may be required to provide the specified item and the submitted substittition for comparison, at no additional cost to the Owner. E. Place orders for all equipment in time to prevent any delay in construction schedule or completion of project. If any materials or equipment are not ordered in time, additional charges made by equipment manufacturers to complete their equipment in time to meet construction schedule, together with any special handling charges, shall be borne by this Contractor. PART 3 - EXFCUFION 16A-08 WORMNSHIP AND SUPERVISION A. All worhuanship shall be first class and carried out in rianner satisfactory to and approved by Architect. B. This Contractor shall personally, or through an authorized and competent representative, constantly supervise the work and so far as possible keep the same foreman and workmen on the job throughout. C. This Contractor shall personally..or through an authorized repr sentative check all materials uDon receipt at Jobsite for con- 16A- 09 NT-ASLJRENU-NrS Before ordering any material or closing in any work, verify all measurements on the job. Any differences found between dimensions. on the drawings and actual measurements shall be brought to the Architect's attention for consideration before proceeding. 16A-10 WIRING All wiring within building shall be as described and detailed on 0 Sheet #7 of working drawings. 16A-11 �JOUIVHNG HEIQrfS As shown on drawings. -129- ELECTRICAL 16A-4*