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1975-0903_CONSOLIDATED CONSTRUCTION CORP._Contract• CONTRACT AGREEMENT • ' THIS CONTRACT is made and entered into by'and between the CITY OF SAN JUAN CAPISTRANNO, hereinafter referred to as the OWNER, and ' �O,fSoLiU�TB% O l) 06A5EeL)c�oolg,/f hereinafter referred to as the CONTRACTOR. IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: 1 First: Contract Documents. The complete Contract includes all of the Contract documents, to wit: (A) Notice Inviting Bids; (B) Instruction to Bidders; (C) Bid Proposal; (D) General Conditions; (E) Special Conditions; (F) Special Provisions, including the complete set of Plans for the Construction of a Vehicle Storage Building with Appurt- enant Facilities; (G) The Contract Agreement; (H) Performance Bond; (I) Labor and Material Bond; (J) Duly issued Addenda and all modif- ications incorporated in the foregoing documents of the Contract this Contract Agreement as fully and to the same extent as if they were copied at length herein. ' Second: The Work. The CONTRACTOR agrees to furnish all tools, labor, materials, equipment, transportation, services and supplies necessary to perform and complete in good and workmanlike manner the Construction of a Vehicle Storage Building with Appurtenant Facilities, in strict conformity with and in exact accordance with the Plans and Specific- ations and all other Contract Documents referred to above, which docu- ments are on file at the office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California, 92675• ' Third: Payment. The OWNER agrees to pay and the CONTRACTOR agrees to accept the lump sum adjusted for variations of quantities, at the ' prices named in the bid proposal at the time and nammer set forth in 1 the Specifications. CA 1 Agreement. The foregoing contract documents are hereby incorporated ' by reference and shall be deemed and considered as forming a part of this Contract Agreement as fully and to the same extent as if they were copied at length herein. ' Second: The Work. The CONTRACTOR agrees to furnish all tools, labor, materials, equipment, transportation, services and supplies necessary to perform and complete in good and workmanlike manner the Construction of a Vehicle Storage Building with Appurtenant Facilities, in strict conformity with and in exact accordance with the Plans and Specific- ations and all other Contract Documents referred to above, which docu- ments are on file at the office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California, 92675• ' Third: Payment. The OWNER agrees to pay and the CONTRACTOR agrees to accept the lump sum adjusted for variations of quantities, at the ' prices named in the bid proposal at the time and nammer set forth in 1 the Specifications. CA 1 Fourth: Commencement and Completion of the Work, The CONTR4CTOR agrees to begin and complete the wort; within the time specified in the "Notice Inviting Bids". Whereas, it is agreed that it would be impractical and extremely difficult to fix the actual amount of dam- ages and loss sustained by the OWNER should the CONTRACTOR fail to ' complete the work in the specified time, he shall pay to the OWNER, as liquidated damages, ascertain and agreed, and not in the nature of ' a penalty, One Hundred Dollars ($100) a day for each day delayed; pro- vided that the extension of time with waiver of liquidated damages may be granted as provided in the Specifications. Fifth: Performance Bond and Labor and Material Bond. The CONTRACTOR agrees to furnish bonds guaranteeing the performance of this Contract and guaranteeing payment of all labor and material used under this Contract, as required by the laws of the State of California, on forms approved by the OWNER. The Performance Bond shall be for an amount not less than One Hundred percent (1000) of the amount of this Contract and shall be conditioned on full and complete performance ' of the Contract, guaranteeing the work against faulty workmanship and materials for a period of one year after completion and accept- ance. The Labor and Material Bond shall be in an amount not less ' than one hundred percent (100%) of the amount of this Contract and shall be conditioned upon full payment of all labor and material ' entering into or incident to the work covered by this Contract. The CONTRACTOR agrees to furnish the bonds on the forms bound within these specifications. 1 Sixth: Insurance, The CONTRACTOR agrees to carry Public Liability Insurance, Property Damage Insurance and Workmen's Compensation CA 2 ' to execute the Contract have been determined by the OWNER and are set forth in the"Notice Inviting Bids. The general prevailing rate ' of per diem wages set forth in said documents is hereby incorporated ' herein and made a part hereof. The CONTRACTOR agrees that he, or any sub -contractor under him, will pay not less than the foregoing spec- ified prevailing rates of wages to all workmen employed in the exec- ution of the Contract. ' Eighth. Compliance with Other Provisions of Law Relative to Public Contracts. The OWNER is a public agency in the State of California and is subject to the provisions of the Government Code and the Labor Code of that State. It is stipulated and agreed that all provisions of law applicable to public contracts are a part Insurance in amounts as required by the Specifications. CONTRACTOR will be complied with by the CONTRACTOR.. These include, are not limited to, the ' shall furnish a certificate of insurance as promulgated in the Spec- stipulation that eight hours labor constitutes a ifications prior to commencing work. the CONTRACTOR will, as a penalty to the OWNER, forfeit Twenty -Five Seventh: General Prevailing Rate of Per Diem Wages. The general ' prevailing rate of per diem wages and general prevailing rate for day during which such workman is required or permitted holiday and overtime work in the locality in which the work is to be ' performed for each craft, classification or type of workman needed ' to execute the Contract have been determined by the OWNER and are set forth in the"Notice Inviting Bids. The general prevailing rate ' of per diem wages set forth in said documents is hereby incorporated ' herein and made a part hereof. The CONTRACTOR agrees that he, or any sub -contractor under him, will pay not less than the foregoing spec- ified prevailing rates of wages to all workmen employed in the exec- ution of the Contract. ' Eighth. Compliance with Other Provisions of Law Relative to Public Contracts. The OWNER is a public agency in the State of California and is subject to the provisions of the Government Code and the Labor CA 3 Code of that State. 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 will be complied with by the CONTRACTOR.. These include, are not limited to, the ' .but stipulation that eight hours labor constitutes a legal day's work and ' the CONTRACTOR will, as a penalty to the OWNER, forfeit Twenty -Five Dollars ($25) for each workman employed in the execution of the Con- tract by the CONTRACTOR or by any sub -contractor for each calendar ' day during which such workman is required or permitted to work more than eight hours in violation of the provisions of Article Three, CA 3 1 1 1 1 1 • • 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 the OWNER, pursuant to Council Action, and by the CONTRACTOR on the date set before the name of each. Dated: cS�?v�y� /97V� CITY OFJAN JUAN CAPISTRAN By: 12C11 t Cit Jerk CONSOLIDATED CONSTRUCTION CORPORATION CONTRACTOR BY: Robert W. Zoellner, President i CA 4 0 23613 81 16 ,1 �6P6 88 1 EXEMPT WHEN RECORDED C8 MAIL TO: REQUE.37" gY City of San Juan Capistrano Office of the City Clerk 32400 Paseo Adelanto San Juan Capistrano, CA 92675 NOTICE OF COMPLETION DOCUMENTARY TRANSFER TAX - NO TAX DUE RECORDED IN OFFICIAL RECORDS OF ORANGE COUNTY; CALIFORNIA 9:05 A.M. FEES 25 1976 J. WYLIE CARLYLE, County Recorder NOTICE IS HEREBY GIVEN that the contract heretofore awarded by the City Council of the City of San Juan Capistrano, California, to Consolidated Construction Corporation, 770-C North Main Street, Orange, California 92668, who was the company thereon for doing the following work to wit: Construction of Public Works Vehicle Storage Building in the City of San Juan Capistrano 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 18th day of February 1976 by Resolution No. 76-2-18-r That upon said contract the Ohio Casualty Insurance Company was surety for the bond given by the said company as required by law. Dated at San Juan Capistrano, California, this 3v day of , 1976. l I� p f L- Mary Ann anover, City Clerk of the City o 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 that under penalty of perjury, the foregoing NOTICE OF COMPLETION is true and correct, and that said NOTICE OF COMPLETION was duly and regularly ordered be recorded in the office of the County Recorder of Orange County by said City Council. i Dated at San Juan Capistrano this day of.��1976. ao LL na. uW cv, ;1— Mary Ann/Hanover, City Clerk o WSW-'^ San Ju9A Capistrano 0 0 AGENDA ITEM February 18, 1976 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Completion of Construction of Public Works Vehicle Storage Building SITUATION: In accordance with the plans and specifications of the subject project, Consolidated Construction Corporation has completed said project. Current payment status: Total Project Costs Less 10% Retention Total Due to Date Previous Progress Payments FINANCIAL CONSIDERATIONS: The sum of $4,436.82 to be forwarded to Corporation this date, and the retention paid upon expiration of thirty-five (35) of Notice of Completion. ALTERNATE ACTIONS: $28,199.54 2,819.95 25,379.59 20,942.77 $ 4,436.82 Consolidated Construction sum of $2,819.95 to be days from the recording 1. Delay payment to the contractor. 2. Refer to Staff for additional information. 3. Authorize payment as described above. RECOMMENDATION: BY RESOLUTION, determine that the work has been completed in accordance with the contract documents and declare the work to be accepted. The total amount of work performed under the contract is in the sum of $28,199.54. Within ten (10) days from the date of acceptance, file a Notice of Completion with the Orange County Recorder. FOR CITY CCUNC;L ."_ 0 James S. Mocalis Vehicle Storage Building Page 2 BY MOTION, direct Staff to make payment Corporation in the amount of $4,436.82 thirty-five (35) days from the date of Completion, make payment in the amount Respectfully submitted, v W. D. Mp y1I1 WDM: cj \ Enclosures to Consolidated Construction and then upon expiration of recording of Notice of of $2,819.95. . RESOLUTION NO. 76-2-18-* COMPLETION OF PUBLIC WORKS VEHICLE STORAGE BUILDING A RESOLUTION OF TUE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO. CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR TUE CONSTRUCTION OF PUBLIC WORKS VEHICLE STORAGE BUILDING The City Council of the City of San Juan Capistrano does hereby resolve: WHEREAS, on the 3rd day of September, 1975, the City of San Juan Capistrano entered into a. contract with Consolidated Construction Corporation for the construction of Public {Yorks Vehicle Storage Building; and WHEREAS, the Director of Public {Yorks has submitted his approval of the final quantities and cost figures. 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 contract has been completed. SECTION 2. That the total cost of said work is in the amount of $2 ,199.54. SECTION 3. That the work is hereby accepted and approved SECTION 4. It is further ordered that a "Notice of Completion" be filed, 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. i PASSED, APPROVED AND ADOPTED this 18th day of February, -1976, by the following vote, to wit: AYES: Councilmen Byrnes, Heckscher, Nash, Sweeney and Mayor Weathers NOES: None ABSENT: None MES K. WEATHERS, MAYOR ATTEST: CITY CLEi;I 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. 76-2-18-1, adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 18th day of February, 1976, (SEAL) MARYAN MNOVER, CITY CLERK -1- AGENDA ITEM November 19, 1975 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Extension of Time for the Completion of the Public Works Vehicle Storage Building - Change Order No. 1 SITUATION: On September 3, 1975, City Council awarded the contract for the Public Works Vehicle Storage Building to Consolidated Construction Corporation. In accordance with the specification, the contractor was to complete the project within seventy-five (75) calendar days from the execution of the contract agreement. Due to the documents being lost in the mail and delay in delivery of materials, Consoli- dated Construction Corporation has requested a time extension. The extension is necessary in order for the work to be completed prior to the contract date of completion. A copy of the required change order is enclosed for Council review. FINANCIAL CONSIDERATIONS: There is no financial implication to the City. ALTERNATE ACTIONS: 1. Approve the time extension. 2. Deny the time extension. 3. Request further information. RECOMMENDATION: By motion, approve Change Order No. 1 for Consolidated Construction Corporation, which will provide a 45 -calendar -day time extension to the contract for the Public Works Vehicle Storage Building Project. Respectfully submitted, �W. D. y WDM:DB:cj Enclosure FOR CITY COUNCIL AGENDA .............. 45- Ghangt Order No. 1 ` Date November 3, 1975 Project No. 5899-04 Location Public Works Vehicle Storage Building Beginning Contl*t Date Sept. 3, 1975 Contract Amount $ 25,322.80 .Previous Change Orders $ -0- This Change Order $ -0- Adjusted Contract $ 25,322.80 Decrease In Increase In No. Description of Chances Contract Price Contract Price 1 Extension of 45 calendar days for -0- -0- completion of work Change in Contract Price Due to This Change Order $ -0- $ -0- net Chane In Contract Price $ -0- TIME SCHEDULE: Total Contract Days 75 Amount Prior C.O.(s) -o- Amount This C.O. 45 ACCEPTANCE: / DATE: Accepted by: �jst �%( • �� CONSOLPTED CO TR CTION Recommended by: --f„ DENNIS BUSHORE Staff Engineer Adjusted Contract Days 120 Approved by Neje Date of Completion January 1, 1976 W. D. MURPHY City Engineer AGENDA ITEM September 3, 1975 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Public Works Vehicle Storage Building Bids SITUATION: The Public Works Vehicle Storage Building will be a rectangular metal structure located in the southerly area of the City property, south- east of and parallel to the Planning Department trailer. The building shall be of the same type as the City's Administration building and those buildings constructed by Spaulding Equipment Company. It shall be a three -sided building with the open side facing the back of the Planning trailer and the south side of the Administration building. The driveway and approach to the building shall be paved but its floor shall be of gravel as its only purpose is vehicle storage. On August 6, 1975, the Council received bids for the building which were subsequently rejected due to discrepancies in all bids received. The Council then authorized readvertising of the project. New bids were received on August 22, 1975, with the following results: 1. Consolidated Construction Corp. $25,322.80 2. Clifford Thompson Company 26,143.97 3. Design I Builders 272495.37 4. R. W. McClellan & Sons 27,718.00 5. C & I Construction Company, Inc. 28,664.00 6. D. C. Muralt Company 29,680.00 FINANCIAL CONSIDERATIONS: The amounts budgeted during fiscal year 1974-75 were $25,000 for the building and $5,000 for yard paving. The amounts carried over to this fiscal year's budget are $24,400 for the building and $4,800 for the paving. The low bid, which includes the building, paving, wash rack, electrical and plumbing systems, site preparation and clean-up, is $25,322.80. ALTERNATE ACTIONS: 1. Accept the low bid from Consolidated Construction Corp. 2. Reject all bids and authorize re -advertising of the project. 3. Request further information from Staff. FOR CITY COUNCIL AGENDA .... . 42.- 0 James S. Mocalis, City Manager Public Works Vehicle Storage Building Bids September 3, 1975 Page 2 RECOMMENDATION: By motion, accept the low bid, by unit price, in the amount of $25,322.80, from Consolidated Construction Corporation, authorize the Mayor to execute the contract for the project, and reject all other bids. Respectfully submitted, W. DbMur WDM: TJN:rm Encl. PWyE//>C�E STO R.�eSF .d'Gd6• BiDDEz : 104mod.✓T: // 40'M. a-6 6J-;,9.5 74. a, i �aJi- o f s �e:r 6cv� C7K ✓qu V �l�� ;17 G� �J Ua mac✓ Bond No. 1-804-349 • • Premium: $253.00 LABOR AND MATERIAL BOND ' KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, The City of San Juan Capistrano, a municipal corporation of Orange County California, hereinafter designated as the OWNER, by Resolution PASSED �PON No -SEPTEMBER 13,1975, has awarded to CONSOLIDATED CONSTRUCTION CORPORATION ' hereinafter designated as the PRINCIPAL, a contract for the construction of PUBLIC WORKS VEHICLE STORAGE BUILDING NOW, THEREFORE, weCONSOLIDATED CONSTRUCTION CORPORATIONthe PRINCIPAL and THE OHIO CASUALTY INSURANCE COMPANY , as S u r e, t y, ' are held and firmly bound unto the OWNER in the Penal sum of TWENTY-FIVE THOUSAND THREE HUNDRED THIRTEEN AND NO/100 DOLLARS, ($_ 25,313.00 lawful money of the United States, for the payment of which sum well ' and truly to be made, we bind ourselves, our heirs, executors, admin- istrators, successors or assigns,jointly and severally, firmly by ' these presents. ' L&MR 1 Ei for the OWNER; and ' WHEREAS, said PRINCIPAL is required to furnish a bond in conn- ection with said contract, providing that if said PRINCIPAL, or any of his sub -contractors, shall fail to pay for any materials, provisions, ' provender or other supplies used in, upon, for or about the performance of the work contracted to be done, or for amounts due under the Un- employment Insurance Code of California, or for any work or labor done thereon of any kind, the Surety in this bond will pay the same to the ' extent hereinafter set forth: NOW, THEREFORE, weCONSOLIDATED CONSTRUCTION CORPORATIONthe PRINCIPAL and THE OHIO CASUALTY INSURANCE COMPANY , as S u r e, t y, ' are held and firmly bound unto the OWNER in the Penal sum of TWENTY-FIVE THOUSAND THREE HUNDRED THIRTEEN AND NO/100 DOLLARS, ($_ 25,313.00 lawful money of the United States, for the payment of which sum well ' and truly to be made, we bind ourselves, our heirs, executors, admin- istrators, successors or assigns,jointly and severally, firmly by ' these presents. ' L&MR 1 Ei I . • • THE CONDITION OF THIS OBLIGATION IS SUCH that,if said PRINC- IPAL, his or its heirs, executors, administrator, successors, or assigns, shall fail to pay for any materials, provisions, provender or other supplies used in, upon or about the performance of the work ' contracted to be done, or for amounts due under the Unemployment Insurance Code of California, or for any labor thereon of any kind, as required by the provisions of an act of the Legislature of the State ' of California entitled "An Act to Secure the Payment of Claims of Persons Employed by Contractors Upon Public Works, and the Claim of ' Persons Who Furnish Materials, Supplies, Implements or, Machinery Used or Consumed by Such Contractors in the Performance of Such Work, tand Prescribing the Duties of Certain Officers with Respect Thereto", approved May 10, 1919, as amended, provided that the persons, companies, or corporations so furnishing said material, provisions, provender, or other supplies, or power used in, upon, for or about the perfor- mance of the work contracted to be executed or performed, or any ' perscn, company or corporation renting or hiring implements or mach- inery or power for or contributing to said work to be done, or any person who performs work or labor upon the same or any person who supplies both work and materials therefor, shall have complied with the provisions of said Act, then said Surety will pay the same in or to an amount not exceeding the amount hereinabove set forth and also ' will pay in case suit is brought upon this bond, such reasonable attorney's fees as shall be fixed by the Court. ' Thi.s bond shall inure to the benefit of any and all persons, companies, and corporation entitled to file claims under Section ' 1192.1 of the California Code of Civil Procedure, so as to give a right of action to them or their assigns in any suit brought upon this bond. L&MB 2 i AFFIDAVIT OF ATTORNEY-IN-FACT FOR SURETY STATE OF ,.CALIFORN.....IA ...................................... SS. COUNTY OF ............ORANGE ............................... On this..12t1...... day of......................SEPTEMBER......................................... 19..75. before me personally appeared.............._R: .... W.........BUDD...................................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........TUSTIN......... 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 instr ent as Attorney-in-fact said cor- .......................................... poration by like r OFFICIAL SEAL, KENNETH D. LLOYD �} x., ; No�ery P,0,401,,nl4 t �. My Commission e J ................. ......... ORnH?.v. U Form 5.170 fi Mv„Cammission Expirm May 20, 197E Na ery Pub11c. 1 Further said Surety, for value received, hereby stipulates and Egrees that no change, extension of time, alteration of modification to the terms of 1 the contract, or to the work to be performed thereunder, or the specifications 1 accompanying the same, shall in any wise affect its obligations of this bond and it does hereby waive notice of any such change, extension of time, alteration 1 or modification to the terms of the contract or to the work or to the specif- ications. 1 IN WITNESS WHEREOF, the above bounded parties have executed this 1 THE OHIO CASUALTY INSURANCE COMPANY Surety 1 Attach Acknowledgement R. W. BUDD Attorney -in -Fact 1 APPROVED AS TO FORII: 1" r ' 1 Attorney for OWNER Note: The principal amount of this 1 bond shall not be less than 100 of the total contract price. E 1 LLMB 3 instrument under their seals this 19th day of SEPTEMBER, 1975 1 1 ` 1975, the name and corporate seal of each corporate party being affixed herevo, 1 and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. CONSOLIDATED CONSTRUCTION CORPORATION ' PRINCIPAL t x 1 ROBERT W. zoELLNER, PRESIDENT 1 THE OHIO CASUALTY INSURANCE COMPANY Surety 1 Attach Acknowledgement R. W. BUDD Attorney -in -Fact 1 APPROVED AS TO FORII: 1" r ' 1 Attorney for OWNER Note: The principal amount of this 1 bond shall not be less than 100 of the total contract price. E 1 LLMB 3 Bond No. 1-804-349 FAITHFUL PERFORMANCE BOND PREMIUM INCLODED ' - KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, The City of San Juan Capistrano, a municipal corporation of ' Orange County, California, hereinafter designated as the OWNER by Resolution PASSED UPON No.SEPTEMBER 13,1975 has awarded to CONSOLIDATED CONSTRUCTION Principal CORPORATION as the PRINCIPAL, a 1 Contract for the construction of PUBLIC WORKS VEHICLE STORAGE BUILDING for the OWNER; and WHEREAS, said PRINCIPAL is required under the terms of said contract ' to furnish a bond for the faithful performance of said contract; NOW, THEREFORE, we the PRINCIPAL, and THE OHIO CASUALTY INSURANCE 'COMPANY as Surety, are held and firmly bound unto the OWNER in the penal sum of TWENTY-FIVE THOUSAND THREE HUNDRED THIRTEEN AND NO/100 ---------------------- DOLLARS ($ 25,313.00 ), lawful money of the United States of America for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly ' by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that, if said PRINCIPAL, his 1 or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by and well and truly keep and perform the covenants, conditions and agreements in the said contract and any alteration thereof, made ' as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified and in all respects according to their ' .true intent and meaning; shall guarantee all work required under the said ' contract against faulty materials or poor workmanship during the construction period and for one year after the date of completion and acceptance of the PB 1 AFFIDAVIT OF ATTORNEY-IN-FACT FOR SURETY STATE OF ........ CALIFORNIA.C.A.L.I.F.........ORNIA ............................... SS. COUNTY OF ...........OW0................. On this ...... 1.9.irh..day of............................SEPTEMBER........ 1975.., before me personally appeared ....................&....W.....BUPP......................................................... 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 ........... TUSTIN ................ ; 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. n .................................................: . . OFFICIAL SEAL t My Commission uMMETH 0. LLOYD 1 � �............ .,i........ y .. ......... ... . . sof"'a/ Nafer Pu61ie.Califn.nlA Form S 170 oter Public. t �"' OR/•. tlGF. COUNTY ..My Commission Expires Msy 20, 1970 .... ....• ...uun.nu.. ' FURTHER, this said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification to the ' terms of the contract or to the work to be performed thereunder or the spec- ifications accompanying the same shall in any wise affect its obligations on this bond and it does hereby waive notice of any such change, extension of ' time, alteration or modification to the terms of the contract, or to the work or to the specification. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their seals this 19th day of SEPTEMBER , 1975, the name and corporate seal of each corporate party being hereto affixed and these 1 presents duly signed by its undersigned representative, pursuant to authority of its governing body. APPROVED AS TO FORM: Attorney for Owner CONSOLTDATED CONST14JCTToN CORPORATION PRINC I -- ROBERT W: �OELLNER, PRESIDENT THE OHIO CASUALTY INSURANCE COMPANY Surety By: Attach Acknowledgement R. W. BUDD Attorney-in-fact ' Note: The principal amount of this bond shall be not less than 100% of the total contract price. PB 2 ' work under said Contract; and shall indemnify and save harmless the OWNER, Its officers and agents as therein stipulated, then this obligation shall be- come null and void; otherwise it shall be and remain in full force and effect The Surety further agrees to pay reasonable attorneys fees of OWNER (as fixed ' by the Court) in any proceeding by said OWNER to enforce this bond. ' FURTHER, this said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification to the ' terms of the contract or to the work to be performed thereunder or the spec- ifications accompanying the same shall in any wise affect its obligations on this bond and it does hereby waive notice of any such change, extension of ' time, alteration or modification to the terms of the contract, or to the work or to the specification. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their seals this 19th day of SEPTEMBER , 1975, the name and corporate seal of each corporate party being hereto affixed and these 1 presents duly signed by its undersigned representative, pursuant to authority of its governing body. APPROVED AS TO FORM: Attorney for Owner CONSOLTDATED CONST14JCTToN CORPORATION PRINC I -- ROBERT W: �OELLNER, PRESIDENT THE OHIO CASUALTY INSURANCE COMPANY Surety By: Attach Acknowledgement R. W. BUDD Attorney-in-fact ' Note: The principal amount of this bond shall be not less than 100% of the total contract price. PB 2 Y s 'k Bo 9l 1-478-575-45 •Pr m: Included Under Bid Bond Service Undertaking ® The Ohio Casualty Insurance Company HAMILTON, OHIO BID OR PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, That we, CONSOLIDATED CONSTRUCTION CORPORATION (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 OF THE AMOUNT OF THE BID - ------------------------------------------------------------- Dollars ($ 10% ) 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 AUGUST 22nd, 19 75 , for VEHICLE STORAGE BUILDING 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... l2.th... ....... day of ...... ,.AUGUST........_ . _ , 19 JS., 5.137-Rw. CONSOLIDATED... C.ONS.TRV.CTION,CORPORATION , ,.., (Principal) \ � THE OHIO CAOUALT INSURANCE COMPANY C By �>,............._....... R. W. BUDAttorney-ip-Pett AFFIDAVIT OF ATTORNEY-IN-FACT FOR SURETY STATE OF ...... CAJA ANTA.................................. SS. COUNTY OF......QBMQ,,&...................................... On this..... 12th... day of ............................... 4#IMIST...................................... 19.75.. before me personally a R. W. ..... UDD.............................................................. Attorney-in-fact, of The Ohio Casualty Insurance Company, with whom I am personally acquainted, who being by me TUSTIN.......................................; that he is the duly sworn, did depose and say, that he resides in ................. . 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. 0 ........................ OFFICIAL SEAL ^ DOLOR S A. HANUN F � My Commission expiresq. Noe a ✓: ..(IZ 1^�........ w .................... Form S.I70 t ONtNC-E COLeNiY a Notary Public. .P .J..r 1977 .aa 1 I 1 1 • BID PROPOSAL • TO CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA FOR THE CONSTRUCTION OF A VEHICLE STORAGE BUILDING AND APPURTENANT FACILITIES Bid will be received until 11:00 A.M. on the 22nd day of August , 1975, at the office of the City Clerk, San Juan Capistrano, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California, 92675. To the Honorable City Council City of San Juan Capistrano San Juan Capistrano, California 92675 Gentlemen: The undersigned hereby proposes and agrees to furnish all of the material, labor, equipment, transportation and services for the construction and completion of the work listed below and in strict conformity with the plans, specifications and other contract docu- ments on file at the office of the City Clerk, San Juan Capistrano, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California, at the lump sum and unit prices listed below. If awarded the contract, the undersigned agrees to sign said contract and furnish the necessary bonds within ten (10) days after notice of award of contract. The undersigned has checked carefully all of the prices quoted and understands that the Owner will not be responsible for any errors or omissions on the part of the undersigned in making this Bid Proposal. BP 1 1 • • 1 Attached please find bidder's bond or certified check, Check # 1-478-575-45 No. of the Ohio Casualty Insurance Company Bank, for 1 70 , which amount is not less 1 than ten percent (10%) of the total amount of this bid or the aggregate sum of the unit prices multiplied by the estimated quan- tities stated herein. 1 11 1 1 1 1 1 M 1 1 1 1 1 1 BP 2 I LJ [_ I J 11 L 1 BP 3 SCHEDULE OF WORK ITEMS Item Approx. Items with Lump Sum or Unit Unit Prices Total No. Quantity Prices Written in Words In Figures Amount 1 1 Vehicle storage building, in place for the lump sum price of j7e.t 1 71-1ouS.4tiD 0 TF+CER911trR�=moo TwatNTY 71,�G DOLLARS XXXXXXXXXXXX l0 2 .� 2 90 Tons of 0.17' asphalt concrete in- cluding approx. 140 lineal feet of 6" asphalt concrete berm, in place -for the unit price of 37. b7•'�s 3415,so TirM.TY -SlViM, �+ TkQG� TN01i1l4MD FOUR IiuwnaLD i NIUIln/ 1=1Ve �R 3,4I(B.'�. ANO 2h,1-ATW&µ. ax.k.AR9. Pam TO N 3 190 Tons of 0.33' aggregate base, including ex- cavation, compaction b preparation of subgrade for the unit price of dUffV '&C'fd Cu. HLIIJE aotLA¢S A CNTY y 1'a>56 .30 OWQ Tuoubewp E14I+T WS!!!! SER TON 9 1, b$b.°= Awa FIFTY attic. aot_t.o¢s. 4 7.25 Cubic yards of concrete for wash rack and washer pad, in place, for the unit price of r'W:Q wompQAp ^w0 TMIQ16/ 4�bbhGTy. Dol.w%PER CUBIC YARD 1'eo.00 .435.E 5 200 Tons gravel, in place, including excavation, compaction and preparation of subgrade for theenit price of Two ousnwae FIVE H0"Z1QdMb •sTNI¢TY T>DL ,s,2t. TwgwE D AQ!�.OSIV•n PER TON 12. OE 2,53d.�� FI -/G cICI+TS. 6 1 Electro -Magic, All -Mobile wash- er, model 681, or equal, in place for the lump sum price of 011r- TMOV3WMD %41 Mle NJ1.aoQgp J lrlrr'�•11.�, DOLLARS XXXXXXXXXXX BP 3 1 SCHEDULE OF WORK ITEMS ' Item Approx. Items with Lump Sum or Unit Unit Prices No. Quantity Prices Written in Words In Figures 7 Lump Sum Site preparation and 12 re- inforced concrete piers and,6 connecting reinforced concrete footings, in place, for the lump ' sum price of owe Ti c%t%^ o , ttGNT ' NuNaaae a- PcoLTV DOLLARS XXXXXXXXX 1 115/230 volt, 60 cycle, 3 wire single phase electrical system, in place, for the lump sum price ' of 014E T940o"Wb I EIC4T NuruaaeO. DOLLARS XXXXXXXX 9 1 Water system, in place, for the lump sum price of ' ONE T►wucaND , Two Wo+ACve&* AND M swr DOLLARS XXXXXXXXX TOTAL OF ALL ITEMS: ' 'rWMN:Ty JPIKP. THouS Ph 11-A T4dLaz Ho-joacea TMIg."TP�P1• (Price in Words)) $ Price in Figures) to DOLLARS It is understood and agreed that the approximate quantities shown in the ' foregoing proposal schedule are solely for the purpose of facilitating the comparison of bids and that the contractor's compensation will be computed upon the basis of the actual quantities in the completed work, whether they be ' more or less than those shown herein, at the unit prices bid in the proposal schedule. 1 BP 4 I 1 1 1 1 I &IGNATION OF SUBCONTRACTOID In compliance with the provisions of Sections 4100-4107 of the Government Code of the State of California, and any amendments there- of, the undersigned bidder has set forth below the name and location of the place of business of each subcontractor who will perform work or labor or render service to the general contractor in or about the construction of the work to be performed under the contract docu- ments to which the attached bid is responsible and the portion of the work which will be done by each subcontractor for each subcont- ract in excess of one-half of one percent of his total bid. The bidder understands that,if he fails to specify a subcon- tractor for any portion of the work to be performed under the contract, he shall be deemed to have agreed to perform such portion himself,and that he shall not be permitted to sublet or subcontract that portion of the work except in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the City, setting forth the facts constituting the emergency or necessity. ITEM SUBCONTRACTOR 3tss. Vptac.o 1?¢_01>Err ' -s a L.t1 T1 t m*^ ADDRESS & TELEPHONE NO. Ti2Q1_OCVt CNA 1-1c, LoN4 e-14 CIA GAS.. F� Me RA'1 L%-Awz CA1_ . ' PLVr1Q. GA`s 'PI_�a�cs1NS Coe %.19 Nun►Twe�..► f��Acw By ' Co1.IGQ� 1-1.0 Slfc. �11ST. C.4,` . PROPER NAME OF BIDDER BP S STATE LICENSE NO. ' •NON -COLLUSION AFFIDAVIT • The bidders, by its officers and agents or representatives pre- sent at the time of filing this bid, being duly sworn on their oaths ' say, that neither they nor any of them have in any way, directly or indirectly, entered into any arrangement or agreement with any other bidder, or with any public officer of such CITY OF SAN JUAN CAPISTRANO whereby such affiant or affiants,or either of them has paid or is to pay to such bidder or public officerany sum of money, or has given or is to give to such other bidder or public officer anything of value whatever, or such affiant or affiants,or either of them, has not dir- tectly or indirectly entered into any arrangement or agreement with ' any other bidder or bidders, which tends to or does lessen or destroy free competition in the letting of the contract sought for on the ' attached bids; that no bid has been accepted from any subcontractor ' or materialman through any bid depository, the by-laws, rules or reg- ulations of which prohibit or prevent the Contractors from consider- ' BP 6 ing any bid from any subcontractor or materialman which is not pro- cessed through said bid depository, or which prevent any subcontractor ' or materialman from bidding to any Contractor who does not use the facilities of, or accept bids from,or through,such bid depository; that ' no inducement of any form or character other than that which appears ' upon the face of the bid will be suggested, offered, paid,or delivered to any person of the contract; nor has this bidder any agreement•or understanding of any kind whatsoever, with any person whomsoever to ' pay, deliver to, or share with,any other person in any way or manner, ' BP 6 0 0 any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me by: Robert W. Zoellner This 22nd day of August , 1975 My Commission expires: September 24, 1978 Notary rubllc �..x..NNN...NNN.......NN...NNt •..N.NMNI� Sfw VI BOlITCHER NMen Vublio-Glifomb ORANGE COUNTY MY Commh,ion ExPim Seok. 24, 1178 A 'iuNN..w.Nw.wumm»N.................f UWA CONSOLIDATED CONSTRUCTION•CORPORATION 770-C North Main Street Orange. California 92668 • BID PROPOSAL • ' The un0ersigned agrees, if awarded the Contract by the City, to execute the Contract and file the bonds as required within ten (10) calendar days after date of award by the City, said work will commence ' within fifteen (15) calendar days following the date of the Contract and thereafter diligently prosecuting the work to completion within the time limit specified. The time limit of seventy-five .(75) calen- dar days from the date of the Contract has been set for the complet- ion of this work. ' The bid is submitted in response to "Notice Inviting Bids" attach- ed hereto, and pursuant to all of the documents and instructions for ' the work as approved by the City Council. The undersigned person or Company is licensed by the State of California, pursuant to Chapter 9, Division 3 of the Business and Pro- fessions Code, under State Contractor's License No. B-1 268586 to perform the work hereinbefore described. The undersigned bidder ' is: (Complete one of the following) Individual Contractor: Name: ' Address: Telephone No: Partnership: Name: Address: By: Partner ' Telephone No: Corporation: Name: Consolidated Construction Corporation (Seal) Address: 770-C North Main Street Orange, California 92668 Telephone Nom- _73 = L9431 0 President /)iaA moi---, S e c r e t a ry ' Organi ei d Under L ws of the State of California AGENDA ITEM August 6, 1975 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Public Works Vehicle Storage Building Bids SITUATION: On July 25, 1975, at 11:00 A.M., bids were opened for the proposed "Public Works Vehicle Storage Building." Three bids were accepted for opening by the City Clerk. The bidders were Consolidated Construction Corporation, 770-C North Main St., Orange, California; T.J. Construction Company, 20251 Colonial Circle, Huntington Beach, California 92646; and C. & I. Construction Company, Inc., 820 South Grand Avenue, Santa Ana, California 92705. The apparent bid totals were as follows: 1. Consolidated Construction Corp. $28,179. 2. T.J. Construction Co. $29,863. 3. C. & I. Construction Co. $36,763, Upon examination of the bids, the following discrepancies were found: 1. Consolidated Construction Corporation detached the bid proposal sheets from the specficiations. Section IB -06 of the specifications states, "No bids detached from these specifi- cations shall be considered." There were also numerous errors in the bid totals making the bidder's actual total $43,464.00, 2. T.J. Construction Company also detached the bid proposal sheets from the specifications contrary to the specific instructions stated above. This bid also had several errors, for the corrected bid total in words was $22,768.55 and the numerical total was $29,863.00. This becomes the corrected low bid. 3. C. & I. Construction Company did not have a bidder's bond attached to the bid submitted to the City Clerk's office prior to the bid opening. There were numerous errors in this bid as well. The total amount of this as corrected is $32,089.20 as opposed to the $36,763.00 originally bid. Two of the three bids were acceptable in terms of funds budgeted for the project. However, all three bids were in direct viola- tion of Section IB -06 of the specifications as well as having numerous mathematical and procedural errors. FOR CITY COUNCIL AGENDA 0 0 Agenda Item - Public Works Vehicle Storage Building Bids -2- August 6, 1975 FINANCIAL CONSIDERATIONS: Of the three bids received for the Public Works Vehicle Storage Building, two approximated the City estimate and one was con- siderably higher. Rejection of the bids, re -advertising and re -acceptance of bids should bring a correct bid that is within the amount of funds budgeted for the project. ALTERNATE ACTIONS: 1. Reject all bids and authorize re -advertising of the project. 2. Accept the corrected low bid. RECOMMENDATION: BY MOTION, reject all bids received for the construction of the Public Works Vehicle Storage Building and authorize the City Engineer to re -advertise the project. Respectfully submitted, �J. i-� . 0-r-�J W. D. Mur; WDM:OML/m 1 '1 N M V iO y F. y N O ri fl ,a �w va O M J w v G 4• t O 2 H b m H �G 0 O V O. o ,n 4. C CL � CO O Y Fj m G m u m a a N b 0 H a a+ w F o t• '� y H O F H O 3 v n t v Y F O O >. r Y N h O U „o n H E O ✓ M U a+ C O „ '1 UGi �y o u ro o Vy y C 1 4. c � o N N D y F G O O m 0 a N u ro n H u N � A W O U „N � u s• v o G L• 3 u H a+ o C N U ti H G N s � o r . cy o c 4 n m A 7 H o S 1" 3 W c Y � u V �✓ N H H CO H 3 N 3 a+ G Y G .•i F a DoE 4 G x _ 171__l_ MI f 'o O .H ID t• ) � NU Nt9 M f i M z C r -1i-, N M �� O �% O C ✓1 0 o 1� G I1 c o c t OYp H C] r c o U , 7 m w Y'O F v�V •G x -1 0 61 � M 1� fl ,•I •l f+ t�1 N UI C N G d OD N M • w rO _•_•...• U L' h� N� _ M N rA .ti 7 'rl Qi CD N Sr G N zs .r. G O l� ('t o U 5p n c 1 c c • n Y N �• m h N C cD " -r a •� N m N O O O p] i/1 ..O _ ..O _..�,_.a.�_.._�...a_ i•1 � F1 � �. � Oma__ )'' O N ti•. N O - C D N V 6 41 .N H G 4 ti Z b 1 Ui N 7 U E N C N U '� • d Y 5. 3 O G I a eI., v° o �D V V] N cl of U nl ti A 7 H V V N V dl W o '1 N M V iO y F. y N O ri fl ,a �w va O M J w v G 4• t O 2 H b m H �G 0 O V O. o ,n 4. C CL � CO O Y Fj m G m u m a a N b 0 H a a+ w F o t• '� y H O F H O 3 v n t v Y F O O >. r Y N h O U „o n H E O ✓ M U a+ C O „ '1 UGi �y o u ro o Vy y C 1 4. c � o N N D y F G O O m 0 a N u ro n H u N � A W O U „N � u s• v o G L• 3 u H a+ o C N U ti H G N s � o r . cy o c 4 n m A 7 H o S 1" 3 W c Y � u V �✓ N H H CO H 3 N 3 a+ G Y G .•i F a DoE 4 G x G &asc I9 /D A6Woo"A/G — 7, P Aj. ileylc e- JTLRAGE jeLoG• al-) l— pi 0,3K, 763 ill 0 0 4 AGENDA ITEM June 18, 1975 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Public Works Vehicle Storage Building SITUATION: The City Council at their June 4 meeting approved the concept of a metal structure for the Public Works Vehicle Storage Building. The Public Works vehicles need to be sheltered from the elements for protection and preservation. The purpose of the proposed structure is storage only, and no major vehicle maintenance within this structure is proposed at this time. The construction plans and specifications are available for review in the Engineering Offices. The proposed building is a single structure and is located behind and parallel to the Planning Department trailer. The structure is intended to be open on one side, and the proposed site is best suited for orienting the closed side of the building toward the prevailing winds. In addition, the proposed location is most suit- able in the sense of soils and foundation design. A location behind the Public Works/Administration building is considered less desirable as it was the location of the old sewage treatment plant. An exten- sive soils investigation would be necessary to insure foundation stability in such a location. FINANCIAL CONSIDERATIONS: Design and construction of the Public Works Vehicle Storage Building with attendant facilities (asphalt apron and access road, wash rack, drainage, etc.) is estimated to cost $30,000. The total budgeted funds for this work is $30,000. A tabulation of the cost alternatives for this project is enclosed for comparative costs. ALTERNATE ACTIONS: 1. Direct Staff to advertise for bids for the construction of the Public Works Vehicle Storage Building. 2. Direct Staff to revise the project for further review. 3. Direct Staff to discontinue the project. / f 1 ; i t It FOR C;TY COUNCIL AGENDA ! :........... B7 0 James S. Mocalis, City Manager Public Works Vehicle Storage Building June 18, 1975 Page 2 By motion, direct Staff to advertise of the Public Works Vehicle Storage east of and oarallel to the Plannin Respectfully submitted, L� for bids for the construction Building to be located south - Department Office. W. D. Murphy WDM;TJM;rm Encl. L� for bids for the construction Building to be located south - Department Office. 0 0 COST ALTERNATIVES PUBLIC WORKS VEHICLE STORAGE BUILDING (Building Area - 2,500 square feet) Building Material Alternative Metal Stucco Single bldg. shed type $30,000 $45,000 Single bldg. enclosed 41,000 49,000 Two bldgs. shed type 31,000 47,000 Two bldgs. enclosed 42,000 53,000 Wood $48,000 50,000 49,000 54,000 aLL/I a— `I r oN� NmN %Z aKJF rZl • cG N U1'.l rLL 4 �i --_--------� JI i I w• - �- Ln Jd.n, U4'='JF I I I U (IJ \ I zo LLw �J lz �1 1 aLL/I a— `I r oN� NmN %Z aKJF rZl • cG N U1'.l rLL 4 F Q. 0• ma AOin.tia %SPIN" �•a•n VCOLJ�- ?ry m nv�d �i --_--------� JI i I F Q. 0• ma AOin.tia %SPIN" �•a•n VCOLJ�- ?ry m nv�d �i a JI w• - �- Jd.n, U4'='JF I I I U I �J lz �1 1 0 0 AGENDA ITEM June 4, 1975 TO: James S. Mocalis, City Manager FROM: W. D. Murphy, Director of Public Works SUBJECT: Public Works Vehicle Storage Building SITUATION: 7`f The Public Works Department budgeted $25,000 for the construction of a vehicle storage building and $5,000 for the appurtenant paving required. The intent was to construct a pre -fabricated metal building, open on one side and to be used for the storage of vehicles only. The original plans and specifications were put into the City's plan review process and achieved final review by the Planning Com- mission on May 27, 1975. Upon completion of this review process, a wood frame or stucco building, completely enclosed, was approved at an estimated cost of $50,000. The final approved building is modified in type, location and cost to the extent that Council action is necessary to modify the total project budget by $20,000. The type of building, due to the nature of the construction, has been the basic cause for the project cost increase, but is considered necessary for architectural and aesthetic reasons. The building location has been changed from behind the Planning Department trailer to behind the Administration Building and parallel thereto. This location was changed for architectural and aesthetic purposes also. A problem arises in the recommended location from the need of extensive soils investigations in that the building would be located over the old sewage treatment plant. For this reason, it is Staff's opinion that a formal soils investi- gation is necessary at this location, and the cost for such work could increase the project cost by $3,000. Plans are available for review at the Engineering Division Offices and will also be available at the Council meeting of June 4. Detailed costs information is also available upon request. FINANCIAL CONSIDERATIONS: The stucco or wood frame building and appurtenant improvements, as proposed, will cost an estimated $50,000 which is $20,000 in excess of the original budget. ALTERNATE ACTIONS: 1. Authorize expenditure of additional funds and approve the project as recommended by the Planning Commission. 2. Approve the original project concept. FOR CITY COUNCIL AGENDA ..... 0 James S. Mocalis, City Manager Public Works Vehicle Storage Building June 4, 1975 Page 2 3. Re -budget the project for Fiscal Year 1975-76. 4. Request further information from Staff. RECOMMENDATION: By resolution, approve the modified project as approved by the Planning Commission and increase the capital budget from $25,000 to $45,000, for the construction of a Public Works Vehicle Storage Building. Respectfully submitted, W. D. Mu ph WDM:rm Encl. i RESOLUTION NO. PUBLIC WORKS VEHICLE STORAGE BUILDING A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, AUTHORIZING THE CONSTRUCTION OF A PUBLIC WORKS VEHICLE STORAGE BUILDING WHEREAS, the City Council of the City of San Juan Capistrano has budgeted $25,000.00 in fiscal year 1974-75, for the construction of a Public Works Vehicle Storage Building; and WHEREAS, construction costs have increased consider- ably; and WHEREAS, the Planning Commission of the City of San Juan Capistrano has recommended the use of construction materials exceeding the cost of those materials originally proposed for use in the construction of said building; and WHEREAS, the Planning Commission of the City of San Juan Capistrano has recommended changing the location of said building; and WHEREAS, the Public Works Department requires a build- ing for the storage and preservation of vehicles deemed to be a valuable asset to the City. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of San Juan Capistrano, that it hereby increases the budgeted funds for fiscal year 1974-75, for the construction of a Public Works Vehicle Storage Building to $45,000.00 from $25,000.00, and said building is to be constructed in the loca- tion, and of the materials recommended by the Planning Commission of the City of San Juan Capistrano. BE IT FURTHER RESOLVED, that the City Clerk shall certify to the passage of this Resolution and shall cause the same to be posted in the manner prescribed by law. PASSED, APPROVED AND ADOPTED this day of 1975, by the following vote, to wit: AYES: NOES: ABSENT: ATTEST: CITY CLERK JAMES K. WEATHERS. MAYOR 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 , 1975. (SEAL) MARY ANN HANOVER, City Clerk -1- NOTICE INVITING BIDS Public notice is hereby given that the City Council of the City of San Juan Capistrano will up to 11:00 o'clock A.M. on the 22nd day of August , 1975 receive sealed proposals or bids for the construction of a Vehicle Storage Building,Vehicle Wash Rack, Parking and Turn -Around Apron, Access Road and Perimeter Road, in the City of San Juan Capistrano, County of Orange, California, all in accord- ance with the approved plans and specifications on file in the offices 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 hereinbefore indicated 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 form bound 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 10 percent of the amount bid. The bid check, cashier's check or bidder's bond of the suc- cessful bidder will be forfeited to said city in the event such successful bidder fails to enter into the required contract within 25 days after the written notice that said contract has been award- ed to him for the work. The successful bidder, simultaneously with the execution of the Contract Agreement, will be required to furnish a faithful per- formance bond equal in amount to One Hundred percent (100%) of the Contract price and a labor and materials bond equal in amount to One Hundred percent (100%) of the Contract price. NIB - 1 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. A time limit of seventy-five (75) calendar days has been set for the completion of the work from the date of execution of the contract agreement. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the labor code of the State of California, the City of San Juan Capistrano has ascertained and determined the general prevailing rate of per diem wages, and the general prevailing rate for legal holiday and over- time work in the locality in which said work is to be performed for each craft classification or type of workman needed to execute the contract for said work which contract will be awarded to the successful bidder. The general prevailing rates so determined are as hereinafter provided. Wages for trades not specifically listed, and wages to be paid for overtime and holiday work shall be not less than the prevailing rates in Orange County. Resolution No. 75-5-7-3 adopted by the City Council of the City of San Juan Cap- istrano sets forth in detail said prevailing rates and other information. Copies of Plans and Specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, NIB -2 • M San Juan Ce,pistrano, California, Copies of the Plans and Specif- ications for use in preparing bids may be obtained at 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 $5,00, non-refundable, 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 pro- visions of the laws of the State of California re.lating 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 8th day of August , 1975. Q Cl Y CLE < CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA NIB - 3 NOTICE INVITING BIDS Public notice is hereby given that the City Council of the City of San Juan Capistrano will up to 11:00 o'clock A.M. on the _22nd day of August 1975 receive sealed proposals or bids for the construction of a Vehicle Storage Building, Vehicle Wash Rack, Parking and Turn -Around Apron, Access Road and Perimeter Road, in the City of San Juan Capistrano, County of Orange, California, all in accord- ance with the approved plans and specifications on file in the offices of the City Clerk of the City of San Juan Capistrano, City Hall, ' 32400 Paseo Adelanto, San Juan Capistrano, California. Bids will formance bond equal in amount to One Hundred percent (100%) of the Contract price and a labor and materials bond equal in amount to One Hundred percent (100%) of the Contract price. be received until the time hereinbefore indicated 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 form bound 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 10 percent of the amount bid. The bid check, cashier's check or bidder's bond of the suc- bidder cessful will be forfeited to said city in the event such successful bidder fails to enter into the required contract within 25 days after the written notice that said contract has been award- ed to him for the work. The successful bidder, simultaneously with the execution of ' the Contract Agreement, will be required to furnish a faithful per- formance bond equal in amount to One Hundred percent (100%) of the Contract price and a labor and materials bond equal in amount to One Hundred percent (100%) of the Contract price. Copies of Plans and Specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, ' NIB -2 ' The City Council reserves the right vo 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 1 serve the interests or needs of said City. A time limit of seventy-five (75) calendar days has been set ' for the completion of the work from the date of execution of the contract agreement. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the labor code of the State of California, the City of San Juan Capistrano has ascertained and determined the general prevailing rate of per diem ' wages, and the general prevailing rate for legal holiday and over- time work in the locality in which said work is to be performed for each craft classification or type of workman needed to execute the contract for said work which contract will be awarded to the successful bidder. The general prevailing rates so determined are ' as hereinafter Wages for provided. trades not specifically listed, and wages to be paid for overtime and holiday work shall be not less than the prevailing rates in Orange County. Resolution No. ' 75-5-7-3 adopted by the City Council of the City of San Juan Cap- istrano sets forth in detail said prevailing rates and other ' information. Copies of Plans and Specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, ' NIB -2 1 0 0 ' San Juan Capistrano, California, Copies of the Plans and Specif- ications for use in preparing bids may be obtained at 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 $5,00, non-refundable, 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 pro- visions 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 1 8th day of August , 1975. IJ I C I TY CLE CITY OF SAN JUAN CAPISTRANO ' ORANGE COUNTY, CALIFORNIA 1 1 N1B - 3 r W y Q 12 r ()d'V rY W Q O Z 2 r ��CJQa` u W z726 r °gad p J Q 5: U CD 0 c 2 N v.zN_ p4 Ddu rO THE H N 1'1 ? N .O h t0 01 O r1 N 1 C, s o Ln cc W II -Y U� ri uWl �I U W r L n JLJL a N I: L_ ttp 0ji U d n , G� C lij rDitW i j a 2el V U` ui� H N 1'1 ? N .O h t0 01 O r1 N J 7 0 L r to U Lo � Q r O � v 2 ,. d• rr N (— � ce N a j�N V U a)'f, _.__._.. Cd c d� F•' a Q u J W r �r C J o U 1 d a V L� ba J � O -ii J 7 0 L r to U 0 i1 1 1 1 1 1 CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY STATE OF CALIFORNIA PLANS, SPECIFICATIONS SPECIAL PROVISIONS AND CONTRACT DOCUMENTS OF VEHICLE STORAGE BUILDING AND APPURTENANT FACILITIES CITY COUNCIL JAMES K. WEATHERS, MAYOR YVON 0. HECKSHER DOUGLAS B. NASH 0 ROY L. BYRNES JOHN B. SWEENEY WILLIAM MURPHY DIRECTOR OF PUBLIC WORKS - CITY ENGINEER JUNE 1975 • • INDEX TO SPECIFICATIONS SECTION PAGE ' Notice Inviting Bids . . . . . . . . . . . . . . . . NIB 1 - NIB 3 Instruction To Bidders. . . . . . . . . . . . . . .IB 1 - IB 6 ' Bid Proposal . . . . . . . . . . . . . . . . . . . . .BP 1 - BP 8 Contract Agreement . . . . . . . . . . . . . . . . . .CA 1 - CA 4 Performance Bond . . . . . . . . . . . . . . . . . . .PB 1 - PB 2 ' Labor and Material Bond . . . . . . . . . . . . . .L&MB 1 - L&MB 3 General Conditions . . . . . . . . . . . . . . . . . .GC 1 - GC 26 ' Special Conditions . . . . . . . . . . . . . . . . . .SC 1 - SC 6 tSECTION 1 PAGE Special Provisions and Items of Work. . . . . . . . . 1-1 - 1-7 DETAIL SPECIFICATIONS PAGE ' SECTION 2 Earthwork . . . . . . . . . . . . . . . . . . . . . . .2-1 - 2-3 ' 3 Asphalt Concrete Paving . . . . . . . . . . . . . . . .3-1- 3-2 ' 4 Concrete and Reinforcing Steel . . . . . . . . . . . .4-1- 4-3 5 Prefabricated Metal Building . . . . . . . . . . . . .5-1- 5-5 6 Structural Steel . . . . . . . . . . . . . . . . . . .6-1- 6-4 7 Miscellaneous Work . . . . . . . . . . . . . . . . . .7-1 8 Wash Rack . . . . . . . . . . . . . . . . . . . . . . .8-1 ' 9 Perimeter Road and Building Floor. . . . . . . . . . .9-1 10 Vehicle Washer . . . . . ... . . . . . . . . . . . . .10-1 11 Electrical System . . . . . . . . . . . . . . . . . . .11-1 12 Water System . . . . . . . . . . . . . . . . . . . . .12-1 PLANS ' Site Plan . . . . . . . . . . . . . . . . . . . .Sheet 1 of 2 ' Details . . . . . . . . . . . . . . . . . . .Sheet 2 of 2 SECTION IB INSTRUCTION TO BIDDERS ' I13-01. Securing Documents. ' Plans, specifications and other contract documents will be available for examination without charge and copies may be secured ' in accordance with the foregoing "Notice Inviting Bids". IB -02. 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 performed, 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 any part existent, nor shall the Owner or any of its officers or agents be ' liable for any loss sustained by the Contractor as a result of any point or variance between conditions shown on the plans and actual conditions shall be revealed during examination or progress of the work. The submission ' of a proposal shall be Prima Facie evidence that the bidder has made such an examination. ' I8-03. Interpretation of Drawings 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. 1 IB 1 In the eyo that the Engineer recei 0 such a request and It should he 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 will be mailed to each person to whom a set of contract documents has been delivered. The Owner will not be ' responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than ' written addendum. IB -04. 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 documents 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. IB -05• Disqualification of Bidders. ' 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 a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf. IB -06. Proposals. Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms attached to, ' and forming a part of, the specifications; all bid items shall be properly filled out; numbers shall I B2 be stated both in words and in figures; and the signatures (if 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. financial responsibility, Mistakes may be crossed out and equipment and references properly and fully filled out. E. Each bidder shall list his proposed corrections typed or written in ink adjacent thereto and must be ' initialed in ink by the person or persons signing the bid. with the pro- C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as ier's check required hereinabove. No oral, telegraphic or telephonic pro- ' surety bond payable to the Owner for such a sum of not less than ten (10) percent of the posals or modifications will be considered. and the monies re- 1 I B 3 D. The Owner may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, ' equipment and references properly and fully filled out. E. Each bidder shall list his proposed sub -contractors ' on the form accompanying the proposal in accordance with the pro- ' visions of the specifications. F. Each bidder must accompany his bid with either a cash- ier's check upon some responsible bank, or a properly certified check ' upon such bank, or an approved corporate surety bond payable to the Owner for such a sum of not less than ten (10) percent of the ' aggregate sum of the bid, which check or bond and the monies re- presented thereby shall be held by the Owner as a guarantee that ' the bidder, if awarded the contract, will in good faith enter into tsuch contract and furnish the required bonds. The bidder agrees that, in case of his refusal or failure to execute said contract and give said bonds within the time required 1 I B 3 ' by these do:uments, such check or bond, and the money represented thereby, shall remain the property of the Owner and, if the bidder ' shall fail to execute said contract, said surety will pay to the Owner the damages which the Owner may suffer by reason of such ' failure, not exceeding the sum of ten (10) percent of the amount ' of'the bid. A bid received and not accompanied by such cashier's check, certified check or approved bond may be rejected. G. Bids shall be delivered to the Owner, at the location stipulated, on or before the day and hour set for the opening of ' bids, as herinbefore specified in the "Notice Inviting Bids". ' Bids shall be enclosed in a sealed envelope bearing the title of the work and the name of the bidder. ' IB -07. Licensing of Contractors. All persons, firms partnerships or corporations shall be ' licensed in accordance Business Professions with the and Code of ' the State of California and the applicable ordinances of the City and County before doing any work of any kind. ' IB -08. Withdrawal of Bids. Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. IB -09. Opening of Bid Proposals. The Owner will, in open session, publicly open, examine, and declare the bids at the time set forth in the "Notice Inviting Bids". Bidders or their authorized representatives are invited to ' be present. ' iB 4 ' The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the "Notice Inviting Bids". ' The Owner, 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 Agreement with the Owner and furnish the stipulated bonds within ten (10) days after the notice of award of contract. The Contract Agreement shall be made in ' the form adopted by the Owner. The release of the successful bidder's surety deposit, as previously stipulated, shall be made upon the Owner'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 ' as herein provided, the award may be annulled and an award may be made to the ' next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first award was made. A ' corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do so. Within ten days after awarding the contract, the Owner will return the proposal guarantee accompanying each of the proposals which are rejected. IB -11. Bonds. The successful bidder, simultaneously with the execution of the ' Agreement, 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 113 5 IB -10. Award of Contract of Rejection of Bids. No bidder may withdraw 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 wither 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 complying with these instructions and with the "Notice Inviting Bids". ' The Owner, 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 Agreement with the Owner and furnish the stipulated bonds within ten (10) days after the notice of award of contract. The Contract Agreement shall be made in ' the form adopted by the Owner. The release of the successful bidder's surety deposit, as previously stipulated, shall be made upon the Owner'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 ' as herein provided, the award may be annulled and an award may be made to the ' next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first award was made. A ' corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do so. Within ten days after awarding the contract, the Owner will return the proposal guarantee accompanying each of the proposals which are rejected. IB -11. Bonds. The successful bidder, simultaneously with the execution of the ' Agreement, 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 113 5 H LJ E 40 0 amount of the contract. Said bonds shall be secured from a surety company satisfactory to the Owner. Surety companies, to be accept- able to the Owner, must be authorized to do business in the State of California and be on the accredited list of the United States Treasury. IB -12. Time of Performance. The work shall be commenced within fifteen (15) calendar days from date of execution of the contract and shall be dilig- ently prosecuted until completion. A time limit of seventy-five (75) 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. IB -13• Assignment of Contract. No assignment by the Contractor of any contract to be enter- ed 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. IB -14. Workmen and Wages. 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 Owner pursuant to said Code and as listed in the "Notice Inviting Bids". BE 0 IB -15• 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. 113 7 GENERAL. CONDITIONS GC -01. Definition of Terms. Terms used herein are defined as follows: A. Bidder: Any individual, firm, partnership or corporation formally submitting a proposal to perform or execute the work, acting 'either direct- ly or through a duly authorized representative. B. Contractor: The party of the second part, or his duly ' authorized agent, entering into contract with the Owner for perform- ance of the work required by the specifications. The Contractor is referred to throughout the contract documents as if of a singular ' number and masculine gender. C. Subcontractor: A person, firm or corporation supplying ' labor and materials or labor for work at the site of the project as 1 an agent of the Contractor. No subcontractor will be recognized as such. All persons engaged in the work of construction will be con- sidered as employees of the Contractor. D. Plans: The approved detail drawings, or exact reproduction thereof, listed in the detail specifications, which show location, ' character, dimensions and details of the work to be done and which is to be constructed as a part of this Contract. ' E. Specifications: All written directions, provisions and re- quirements governing the procedure to be followed in connection with the performance and execution of the work, the quantities and qual-ities of materials to be used and the method of measurement of the quantities of work. F. Work: Labor, material, equipment, transportation or other facilities necessary to complete the contract. ' GC 1 ■ I 0 0 ' G. The terms approved, directea, satisfactory, accepted, accept- able, proper, required, necessary and or equal shall be defined as ' meaning as approved, directed, satisfactory, accepted, acceptable, proper, required, necessary or equal in the opinion of the Engineer. H. Engineer: The term Engineer refers to ' the City Engineer of the City of San Juan Capistrano, Calif- ornia, or his duly authorized agent. I. Inspector: The inspector or inspectors shall be the agent or agents of the City Engineer of the City of San Juan Capistrano, California, limited in each case to the particular duties entrusted ' to him or them. J. Change Order: A written order issued by the Engineer order- ing the Contractor to make changes in the work or to perform extra work. K. Notice of Award: A directive issued by the Owner notifying the Bidder that his proposal for the work contemplated has been accepted. L. Notice to Proceed: A directive issued by the Engineer, auth- orizing the Contractor to start the work or improvements required In the contract. ' M. Surety: The word "surety" refers to the person, firm or corporation with whom the Contractor joins in assuming the liability for their performance of the contract in accordance with the plans and specifications by issuing the bonds required by law. ' N. City: The City of San Juan Capistrano, State of California. ' 0. Owner: The City of San Juan Capistrano, organized and exist- ing under and by virtue of the laws of the State of California, act- ing through its duly authorized agent. GC -02. Abbreviations: The abbreviations used in the plans and specifications are abbreviations the meaning of which are established GC 2 ' GC -04. Subcontractors and Contract Agreement. No subcontractors ' will be recognized as such and all persons engaged by the Contractor for the furnishing of labor, materials, equipment, or any one or more ' of them, will be considered as employees of the Contractor, except regarding insurance as provided in paragraph GC -13-E hereinafter. ISubcontractors may be permitted to such extent as shall be shown ' to be necessary or definitely advantageous to the principal Contract- or in the prosecution of the work and in the opinion of the Engineer, ' without injury to the interests of the Owner. In general, it is the intention that not more than fifty percent (50%) of the work shall be ' subcontracted. The listing of more than fifty percent (50%) may cause ' a rejection of the bid, if, in the opinion of the Owner, such extensive subcontracting is undesirable. The subcontract shall contain a ref- erence to the agreement between the Owner and the principal Contractor; and the terms of the agreement and all parts thereof shall be made a part of such subcontract insofar as applicable to the work covered ' thereby. All work and materials furnished by the subcontractor shall GC 3 by general usage throughout the industry, those shown on the Standard ' Symbols of The Plans and those defined hereinafter. GC -03. Supplementary Specifications: Whenever reference is made within these documents to certain standard specifications the ' reference shall be construed to mean the standards, with all subsequ- ent amendments, changes or additions as thereafter adopted and pub- lished in date that are effect at the of approval of the plans and ' specifications. AISI -- American Industrial Steel Institute AASHO American Association of State Highway Officials I ASTM =- - American Society for Testing Materials AWWA - American Water Works Association ASME -- American Society of Mechanical Engineers ' CSS -- State of California, Highway Transportation Agency, Department of Public Works, Division of Highways NEMA -- National Electrical Manufacturers Association ' GC -04. Subcontractors and Contract Agreement. No subcontractors ' will be recognized as such and all persons engaged by the Contractor for the furnishing of labor, materials, equipment, or any one or more ' of them, will be considered as employees of the Contractor, except regarding insurance as provided in paragraph GC -13-E hereinafter. ISubcontractors may be permitted to such extent as shall be shown ' to be necessary or definitely advantageous to the principal Contract- or in the prosecution of the work and in the opinion of the Engineer, ' without injury to the interests of the Owner. In general, it is the intention that not more than fifty percent (50%) of the work shall be ' subcontracted. The listing of more than fifty percent (50%) may cause ' a rejection of the bid, if, in the opinion of the Owner, such extensive subcontracting is undesirable. The subcontract shall contain a ref- erence to the agreement between the Owner and the principal Contractor; and the terms of the agreement and all parts thereof shall be made a part of such subcontract insofar as applicable to the work covered ' thereby. All work and materials furnished by the subcontractor shall GC 3 ' be guaranteed by the Contractor and the Owner will hold the Contrac- tor responsible therefor. ' GC -05• Testing and Rejection. A. Tests and Samples. Materials requiring tests are so spec- ified in the Special Provisions. Other samples may be tested, but only at the discretion of the Engineer. All samples for testing will be selected by the Engineer from material to be utilized in the pro- ject and all testswill be under the supervision of, as directed by, ' and at such points as may be convenient to,the Engineer. ' Material requiring testing shall be furnished in sufficient time before intended use so as to allow for testing. No materials ' represented by tests may be used prior to receipt of written approval of said materials. B. Defective Work or Materials. The inspection of the work ' shall not relieve the Contractor of any of his obligations to fulfill his contract, and defective work shall be made good and unsuitable ' materials may be rejected, notwithstanding that such work and materials have been previously overlooked by the Engineer and accepted. If the work, or any part thereof, shall be found defective at any time before the final acceptance of the whole work, the Contractor shall forth- with make good such defect, without additional compensation, ina manner satisfactory to the Engineer. ' Should it be considered necessary or advisable for 'the*Owner at any time before final acceptance of the work to make an examina- tion of the work already completed by removing or exposing the work, the Contractor shall on request promptly furnish all necessary fac- ilities, labor and materials. If,such work is found to be defective ' in any respect due to the fault of the Contractor or any of his sub - GC 4 I • • ' contractors, he shall defray all the expenses of such examinations ' and of satisfactory reconstruction. If, however, such work is found to meet the requirements of this Contract, the additional cost of payment for the labor and material necessarily involved in the examination and re- of the final survey and placement, plus fifteen percent (150) shall be allowed the Contractor. ' All costs for testing and reinspection which are necessitated charges. by defective materials and/or workmanship shall be at the sole ex- pense of the Contractor. ' GC -06. Performance of Work. The work shall be commenced within fifteen (15) calendar days from date of execution of contract and ' shall be completed by the Contractor 75 within calendar ' days from the date of execution of the contract. If the work is not completed in accord- ance with the forgoing, the Owner shall have the right to extend the time for completion if it determines such extension to be in the ' best interests of the Owner. In case the Owner decides to extend the time limit for the completion of the work, it shall have the further right to charge the Contractor, his executors, administrators, heirs, assigns or sureties, all or any part, as the Owner may deem proper, of the actual costs of engineering inspection, supervision, incid- ental and other overhead expenses, that are directly chargeable to the contract and that acture during the period of such extension, and to deduct the amount thereof from the final payment for the ' work. However, the cost of the final survey and the preparation of the final estimate will not be included in such charges. 1 GC 5 ' If the work is not completed by the Contractor in the time specified, or within any period of extension as above authorized, it is understood that the Owner will suffer damages; and it being imprac- tical and infeasible to determine the amount of actual damage, it is 1 agreed that the Contractor shall pay to the Owner as fixed and liqu- ' idated damages and not as a penalty, the sum specified in the Special Conditions for each calendar day of delay until the work is completed and accepted; and the Contractor and his surety shall be liable for the amount thereof, provided that the Contractor shall not be charged ' liquidated damages because of any delays in the completion of the ' work due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor (including, but not restricted to, acts of God or of the public enemy, acts of the Government, acts of the Owner, fires, floods, epidemics, quarantine restrictions, ' strikes, freight embargoes, and unusually severe weather). The Con- tractor shall,within ten (10) days from the beginning of any such delay, notify the Engineer in writing of the cause of the delay; whereupon the Owner shall ascertain the facts and the extent of the delay and extend the time for completing the work when in its judg- ment the findings of fact justify such an extension; and its findings of fact thereby shall be final and conclusive on the parties hereto. The Contractor must ascertain to his own satisfaction the scope of the project and the nature of any other contracts that have been or may be awarded by the Owner in the prosecution of the project to ' the end that the Contractor may perform the contract in the light of ' such other contracts, if any. Nothing herein contained shall be interpreted as granting to the Contractor exclusive occupancy of the site of the project. The _Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the project. ' GC 6 I 1 1 C' 0 If the performance of any contract for the project is likely to be interfered with by the simultaneous execution of some other contract or contracts, the Owner shall decide which Contractor may proceed. The Owner shall not be responsible for any damages suffered or extra cost incurred by the Contractor resulting directly, or indirectly, from the award of performance or attempted performance of any other contract or contracts on the project, or caused by any decision or omission of the Owner respecting the order of precedence in the per- formance of the contracts awarded for completion of the project. GC -07• Federal Hindrance. In entering into this contract, it is clearly understood by all parties hereto that conditions may sub- sequently arise resulting from, connected with, or growing out of, any war in which the United States may be engaged, or any national emergency or condition created directly or indirectly by or for nati- onal defense, and which are entirely beyond the control of either party, that may hinder, delay or render impossible the performance of this contract in accordance with its terms and conditions. It is, therefore, mutually understood and agreed, anything herein contained to the contrary notwithstanding, that in the event the Contractor shall be prevented from performing the contract, or any part thereof by reasons of the conditions above stated, the follow- ing procedure shall govern. The Contractor shall in writing notify the Owner of his inability to perform, stating in full the reason therefor and the probable duration of -such inability. If required, he shall also submit proof or evidence in support of his claim of inability to perform. If it shall appear to the satisfaction of the Owner that the cause or inability to perform arose after the contract was entered into and is beyond the control of the Contractor, the Owner may: GC 7 A. If lawfully within its power, remove the cause which pre- vents performance; or B. Suspend this Contract until the cause of inability to perform ' is removed; or C. With the consent of the Contractor, renegotiate or amend this contract by extending the time of performance or by making changes in ' the character of the work, or in the materials or equipment required ' in order to enable performance of the contract; or D. Waive performance of that part of the Contract which is im- possible, or supply substitute materials for those unavailable. Where this remedy is resorted to, the payment due the Contractor shall be ' diminished to the extent of the work not required to be supplied, ' based so far as is practicable upon unit prices bid. If none of the foregoing procedures are adopted by the Owner ' within thirty (30) days after the Owner is satisfied and finds that the Contractor is unable to perform for the reason above stated, then ' either party hereto may, without incurring any liability, elect to ,declare this contract terminated upon the ground of impossibility of performance. Upon such termination, the Contractor shall be entitled ' to proportionate compensation at the contract price for such portion of the contract as may have been performed. ' GC -08. Suspension of Contract. If the work to be done under ' the Contract shall be abandoned by the Contractor, or if the Contrac- tor shall make a general assignment for the benefit of his creditors or be adjudicated a bankrupt, or a receiver of his property or bus- iness be appointed by a court of competent jurisdiction, or if this ' contract shall be assigned by him otherwise than as hereinbefore ' specified, or if at any time the Engineer shall be of the opinion that the performance of the contract is unnecessarily or unreasonably ' Ge 8 delayed, or that the Contractor is willfully violating any of the conditions or covenants of the contract or of the specifications, or is executing same in bad faith or not in accordance with the terms thereof, or if the work is not fully completed within the time named in the contract for its completion, or approved extensions of such time, the Owner may by written notice instruct the Contractor to discontinue all work, or any part thereof, under the contract. When such written notice is served upon the Contractor, he shall immediately discontinue the work, or such part thereof as is covered by the notice, and shall not resume the same except by written in- struction from the Owner. In any such case the Owner may take charge of the work and complete it by whatever method he deems expedient. In doing so, the Owner may take possession of any materials, plant, tools, equipment, supplies and property of every kind provided by the Contractor for the purpose of his work. The Contractor shall not be entitled to receive any payments after the date of said notice. If upon completion of the work the total cost to the Owner, in con- nection therewith from the date of said notice to the date of comple- tion, exceeds the amount which would have been payable under the Contract if the same had been completed by the Contractor, then the difference shall be paid by the Contractor or his sureties. The Owner also reserves the right of suspending the whole or any part of the work if the Engineer shall deem it for the interest of the Owner to do so and, unless otherwise provided in the Technical Provisions, the Contractor shall have no claim for damages or addi- tional compensation on account of such suspension, but will be entitled to so much additional time wherein to complete the contract as deter- mined in accordance with paragraph GC -06 hereinbefore. GC 9 demands, instructions, ruling or decision of the Engineer. ' GC -09. Protests. If the Contractor considers any work demanded and land for any loss or damage that may happen to for the improvement will be provided by the Owner. The Contractor ' of him to be outside the requirements of the contract, or if he con- ' siders any instructions, ruling or decision of the Owner or Engineer, Against all these injuries or of any Inspector, to be unfair, he shall within ten (10) days after ' any such demand is made, or instruction, ruling or decision is given, or obstructions, or from any cause whatso- file a written protest with the Engineer, stating clearly and in de- ' and save harmless the Owner from all suits or actions of every description brought for, or on account of, tail his objections and the reasons therefor. Except for such pro- GC l0 tests and objections as are made of record in the manner and within the time stated herein, the Contractor shall be deemed to have waived and does hereby waive all grounds for protests or objections to such demands, instructions, ruling or decision of the Engineer. ' GC -11. Loss or Damage. GC -10. Right of Way. The right of way, easements and land for any loss or damage that may happen to for the improvement will be provided by the Owner. The Contractor ' shall obtain consent from the property owners and shall make his own ' arrangements and pay all expenses for additional area required by him outside the limits of the right of way. ' GC -11. Loss or Damage. The Owner shall not be answerable or ' accountable in any manner for any loss or damage that may happen to the work or any part thereof, or to any of the materials or other ' things used in performing the work, or for injury to any person or persons, either workmen or the public or for damage to any property for any cause which might have been prevented by the Contractor. ' Against all these injuries or damages to persons and property, the Contractor shall properly guard. The Contractor shall be responsible ' for any liability imposed by law for any damage to any person or pro- perty resulting from defects or obstructions, or from any cause whatso- ever during the process of the work, or at any time before final ' acceptance, and shall indemnify and save harmless the Owner from all suits or actions of every description brought for, or on account of, GC l0 F any injuries or damages received or sustained by.any person or persons by reason of the construction of the work, or any negligence in guard- ing the same,or improper materials used in its construction or of any act of omission of the Contractor. GC -12. Protection of Property and Utilities. A. Protection of Property. The Contractor shall conduct his operations in such a manner as to avoid injury or damage to adjacent property, improvements or facilities. Buildings, trees, ground cover, and shrubbery that are not des- ignated for removal, pole lines, fences, guard rail, guide posts, cul- vert and project markers, signs, structures, conduits, pipelines and other improvements within or adjacent to the street or right of way shall be protected from injury or damage.. The Contractor shall pro- vide and install suitable safeguards to protect such objects from in- jury or damage, which objects if injured or damaged by reason of the Contractor's operations shall be replaced or restored to a condition as good as when entered upon the work, or as required by the specif- ications. The Contractor shall be responsible for all damage to streets, roads, highways, ditches, embankments, bridges, culverts or other public or private property which may be caused by transporting equip- ment, materials or men to or from the work. The Contractor shall make satisfactory and acceptable arrangements with the property owner over the damaged property concerning its repair or replacement. B. Protection of Utilities and substructures. A diligent search of known utility records has been made in the endeavor to indicate on the drawings the nature and location of all utilities which exist within the limits of the work. However, the accuracy or completeness of the utilities indicated on the drawings is not guaranteed. Utility GC 11 structures and/or service connections to adjacent property may or ' may not be shown on the drawings. ' . It shall be the responsibility of the Contractor, before commenc- ing any excavation, to contact all possible owners of utilities with- in the work area and to ascertain from records or otherwise, the existence, position and ownership of all utilities, utility structures ' and service connections. No error or omission regarding said utilities ' shall be construed to relieve the Contractor from his responsibility in protecting all such facilities. ' Unless otherwise indicated on the plans or in these specifications or unless otherwise cared for by the owner thereof, all water, gas, oil or irrigation lines; lighting, power or telephone conduits; sewer ' lines; house connection lines, sprinkling systems and other subsur- by the face structures of any nature along the work,shall be maintained by ' the Contractor at his own expense and shall not be disturbed, dis- install connected of damaged by him during the progress of the work. Should ' sewage from any private sewer facilities cut the Contractor in the performance of the work disturb, disconnect or ' damage any of the above, all expenses of whatever nature arising from such disturbance, or the replacement or repair thereof shall be borne ' by the Contractor. The Contractor shall not disturb any existing private sanitary facilities. Unless otherwise indicated on the plans, all private ' sanitary facilities shall be maintained by the Contractor and shall not be disturbed or disconnected by him. The Contractor shall install ' temporary pipes of adequate size to carry off sewage from any private sewer facilities cut off by construction work. Connections to temp- orary pipes shall be made immediately by the Contractor upon cutting ' of the existing facility. No sewage shall be allowed to flow from any severed facility upon the ground surface or in the trench excav- ' GC 12 ation. Pipe used in Oemporary sewers may be clay, metal, concrete or ' composition. Upon completion of work the Contractor shall replace all severed connections and restore to operating order the existing sani- tary facilities. ' No valve or other control of the water system shall be operated by the Contractor. Any requests for the operation of water valves ' shall be submitted directly to the Engineer. 1 The Contractor shall not draw any water from a fire hydrant ' for use on the work without first obtaining permission from the Owner. ' In case it should be necessary to move or temporarily maintain the property of any public utility or other property, the cost of which because of the terms of any franchise or for any other reason must be borne by the Owner thereof, such Owner will, upon proper ' application by the Contractor, be notified by the Engineer to move or temporarily maintain such property within a specified reasonable time, ' and the Contractor shall not interfere with said property until after ' the expiration of the time specified. The right is reserved to the Owner, to governmental agencies and to owners of public utilities and franchises to enter upon any street, alley, right of way or easement for the purpose of maintaining or of ' making necessary repairs or changes in property made necessary by the work. The Owner reserves the right during the progress of the work to ' make changes which may materially affect the scope or conduct of the ' work. Such changes will be ordered in writing by the Engineer. GC -13. Observance of Laws and Regulations. tA. Legal Address of Contractors. The address given in the Con- tractor's proposal on which the contract is founded is hereby designated ' as the place to which all notices, letters and other communications GC 13 0 • ' to the Contractor shall be mailed or delivered, except that said address may be changed by the Contractor by so notifying the Engineer ' and Owner in writing. This shall not be construed to preclude the service of any notice, letter or other communication upon the Con- tractor personally. ' g, Patents or Copyrights. The Contractor shall hold and save the Owner harmless from liability of any nature and kind including costs and expenses for,or on account of, any copyrighted or uncopy- ' righted composition, secret process, patented or unpatented invention, ' article or appliance manufactured, furnished or used by him in the performance of this contract, including their use by the Owner unless otherwise specifically stipulated in the Contract. C. Prevailing Rates of Per Diem Wages. The Owner has ascertain- ed the general prevailing rate of per diem wages in the locality in ' which the work is to be performed for each craft or type of workman needed to execute the contract and has specified same in the Contract ' Documents attached hereto. The Contractor and all subcontractors shall comply with all requirements and provisions of Section 1775 and ' 1776 of the California Labor Code. The Contractor shall forfeit as a penalty to the Owner $25 for each calendar day, or portion thereof, for each workman paid less than stipulated prevailing rates for any work done under the contract by him, or by any subcontractor under him, in violation of the provisions of the California Labor Code. ' Subject to the provisions of Section 1810 and 1815, both in- clusive, of the California Labor Code, the time of service of any laborer, workman or mechanic employed on the work shall be limited and restricted to eight hours during any one calendar day, except as otherwise provided in said sections, and the Contractor shall forfeit, ' GC 14 1 as a penalty to the*ner $25.00 for each labo o, workman or meth, anic employee in the execution of this contract by him or any sub- contractor under him, for each calendar day during which such laborer, workman or mechanic is required or permitted to labor more than eight hours in violation of the provisions of the California Labor Code. D. Insurance. No work shall be done under this Contract unless there is in effect insurance required under this section and such insurance has been approved by the Owner; nor shall the Contractor allow any subcontractor to commence work on his subcontract until all insurance required of the Subcontractor has been so obtained and approved. The Contractor shall maintain, or cause to be maintained, adequate workman's compensation insurance under the laws of the State of California and shall provide or cause to be provided employer's general liability insurance for the benefit of his employees and the employees of any subcontractor under him not protected by such com- pensation laws. The Contractor shall take out, and shall furnish satisfactory proof by certificate that he has taken out, public liability and pro- perty damage insurance with insurance carriers satisfactory to the Owner and in such form as shall be satisfactory to the Owner to pro- tect said Contractor against loss from liability imposed by law from damages on account of bodily injury, including death resulting there- from, suffered or alleged to have been suffered by any person or per- sons, resulting directly or indirectly from the performance or exec- ution of this contract or any subcontract thereunder, and also to protect said, Contractor against loss from liability imposed by law for damage to any property, caused directly or indirectly by the per- formance or execution of this contract or any subcontract thereunder, which insurance shall also cover accidents arising out of the use and operation of automobiles and trucks. GC 15 1 All said public liability and property damage insurance shall be maintained by the Contractor in full force and effect during the entire period of performance under this contract. The amounts of coverage of said insurnace shall be not less than the following: Public Liability - $500,000 for one person injured in one accident. $1,000,000 for more than one person injured in one accident Property Damage - $100,000/$500,000 limits. Said policies shall have a non -cancellation clause providing that ten (10) days written notice shall be given the said Owner prior to such cancellation. ' If the Contractor fails to maintain such insurance, the Owner ' may take out such public liability insurance to cover any damage which said Owner 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 under the contract. ' 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 oper- ations or the operations of any subcontractors under him. The Contractor shall maintain or cause to be maintained fire insurance on all work subject to loss or damage by fire. The amount ' of fire insurance shall be sufficient to protect against such loss or damage in full until the work is accepted by the Owner. ' The Contractor shall indemnify and save harmless the Owner from and against all losses and all claims, demands, payments, suits, act- ions, recoveries and judgments of every nature and description brought or recovered against him,by reason of any act or omission, or the said Contractor, his agents or employees in the execution of the work. The Contractor shall maintain and pay for such insurance as GC 16 • ' will protect the Owner from its contingent liability under the Con- tract and a copy of such insurance policy shall be deposited with the Owner. The Owner shall be named as co-insured on all policies. E. Compliance with Laws and Regulations. The Contractor shall ' keep himself informed of all laws, ordinances and regulations in any ' manner affecting those employed on the work, or the materials used in the work, or in any way affecting the conduct of the work and of ' all orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. He shall at,all time himself observe and ' comply with, and shall require all his agents, employees and sub- contractors to observe and comply with all such applicable laws, ord- inances, regulations, orders and decrees in effect or which may be- come effective before completion of this contract; and shall protect and indemnify the Owner against any claim of liability arising from, or based upon,the violation of any such laws, ordinance, regulations, orders, ' or decrees, whether by himself, his employees or his subcontractors. Unless otherwise explicitly provided in these specifications, all permits and licenses necessary to the prosecution of the work shall be secured by the Contractor at his own expense, and he shall pay all ' taxes properly assessed against his equipment or property used in ' connection with the work. GC -14. Construction Facilities, ' A. Water. The Contractor shall provide and maintain at his expense an adequate supply of water of quality suitable for the re- quired construction and domestic use. ' B. Power. The Contractor shall make his own arrangements for power, and shall pay for all power, and installation thereof, required for construction purposes. ' GC 17 C. Telephone. Any telephone facilities which the Contractor ' may install in connection with the work shall be made available for ' use of the Engineer or his representatives without charge, except that any toll charges incurred by the Engineer shall be paid by the ' Engineer. D. Storage, The Contractor shall be responsible for the stor- age of all materials, equipment and so on which are used in the work. All materials, equipment and articles at the site shall be adequately housed by the Contractor or otherwise protected by him against deter- ioration and damage. if any materials stored at the site, or any partially completed structure, are not adequately protected by the Contractor, the material or the partially completed structure may be ' kept protected by the Owner at the expense of the Contractor. All costs incurred through the failure to provide protection shall be ' borne by the Contractor during the course of the work. E. Transportation Facilities. The Contractor shall investigate ' the availability of transportation facilities and shall make all ar- rangements necessary for the delivery of materials to be used on the work. The Contractor shall make his own investigation on the cond- ition of available public roads, access rights-of-way, and of rest- rictions, bridge load limits and other limitations affecting trans- portation and ingress and egress at the site of the work. F. Dust Control. The Contractor shall maintain dust control in connection with all operations by applying water, as directed by ' the Engineer, and in accordance with the applicable provisions of the Detail Specifications. ' Failure of the Contractor to comply with directions of the Engin- eer in effecting methods of dust control shall be cause for the Engin- eer to direct the Contractor to halt his operations until the Contractor ' can comply with those directions. In addition, the Engineer may call GC is H I C 1 I I for a halt to operations during adverse weather conditions until such conditions have abated. G. Sanitation. The Contractor shall provide temporary chemical toilet facilities for the use of all workmen. The toilet building shall be maintained in a sanitary condition at all times and at the completion of construction shall be removed from the site. Pit -type privies shall not be used. The Contractor shall supply pure, cool drinking water with in- dividual drinking cups or a sanitary bubbler fountain. H. Safety Measures and Public Convenience. The Contractor shall provide for the protection of all persons and prope ty at all times. fl -e Contractor shall comply with the recommendations for safe con- struction methods from the "Manual of Accident Prevention in Con- struction", published by the Associated General Contractors of Amer- ica, Inc., to the extent that such provisions do not conflict with the applicable laws. Machinery and equipment shall be guarded in accordance with the requirements of the "Manual of Accident Prevention in Construction", published by the Associated General Contractors of America, Inc., to the extent that such provisions do not conflict with the applicable laws. The contractor shall take all necessary measures to protect the work and prevent accidents during the construction. He shall provide, and maintain sufficient night lights, barricades, guards, temporary sidewalks, temporary bridges, danger signals, watchmen and necessary appliances and safeguards to properly safeguard life and property. He shall also protect all excavations, equipment and materials with barricades and danger signals so that the public will not be endangered. The Contractor shall so conduct his operations as to offer the least possible obstruction and inconvenience to traffic, and he shall GC 19 ' the Contractor. I. Representatives for Emergencies. The Contractor shall file with the Engineer the names, addresses and telephone numbers of ' representatives who can be contacted, at any time, in case of emer- gency. The representatives must be fully authorized and equipped to ' correct unsafe or excessively inconvenient conditions on short notice. GC -15• Superintendence and Labor Competency. Whenever the Con- tractor is not present on any part of the work where it may be desired ' to give direction, orders given by the Engineer shall be received and obeyed by the superintendent or foreman as authorized representatives ' who may be in charge of the work. Any order given by the Engineer not otherwise required to be in writing by the specifications, will, on ' request of the Contractor, be given or confirmed in writing. An authorized representative of the Contractor shall be at the site'or the work during working hours. ' All .superintendents and foremen shall be English-speaking. Any superintendent, foreman, laborer or other person employed on the work by the Contractor, who fails or refuses to perform the work in the manner specified herein, shall be discharged immediately and such person shall not again be employed on the work. When required in ' GC 20 have A under construen no greater amount of than he can handle ' properly with due regard to the rights of the public. Where existing streets are not available as detours, all traffic shall be permitted to pass through the work with as little delay and inconvenience as ' possible, unless otherwise authorized by the Engineer. The Contractor shall be responsible for all damage or injury ' which may be caused on any property by trespass by the Contractor or his employees in the course of their employment, whether the said trespass was committed with or without the consent or knowledge of ' the Contractor. I. Representatives for Emergencies. The Contractor shall file with the Engineer the names, addresses and telephone numbers of ' representatives who can be contacted, at any time, in case of emer- gency. The representatives must be fully authorized and equipped to ' correct unsafe or excessively inconvenient conditions on short notice. GC -15• Superintendence and Labor Competency. Whenever the Con- tractor is not present on any part of the work where it may be desired ' to give direction, orders given by the Engineer shall be received and obeyed by the superintendent or foreman as authorized representatives ' who may be in charge of the work. Any order given by the Engineer not otherwise required to be in writing by the specifications, will, on ' request of the Contractor, be given or confirmed in writing. An authorized representative of the Contractor shall be at the site'or the work during working hours. ' All .superintendents and foremen shall be English-speaking. Any superintendent, foreman, laborer or other person employed on the work by the Contractor, who fails or refuses to perform the work in the manner specified herein, shall be discharged immediately and such person shall not again be employed on the work. When required in ' GC 20 1 1 1 I 1 1 1 1 1 writing by the Engineer, the Contractor or any subcontractor shall discharge any person who is, in the opinion of the Engineer, incom- petent, unfaithful, disorderly or otherwise unsatisfactory. Such discharge shall not be the basis of any claim for compensation or damages against the Owner. GC -16. Work Site Maintenance. A. Access to Property Adjacent Work. Convenience of abutting owners along the street shall be provided for as far as practicable. Convenient access to driveways, houses and buildings adjoining the work shall be maintained and temporary approaches to intersecting streets and alleys shall be provided and kept in good condition. When a section of surfacing, pavement or a structure has been completed, it shall be opened for use to traffic at the request of the Engineer. In order that unnecessary delay to the traveling public may be avoided, the Contractor, when so ordered by the Engineer, shall provide com- petent flagmen whose sole duty shall consist of directing traffic either through or around the work. B. Water Hydrants and Utility Valves. The Contractor shall not prevent the free access to water valves, water hydrants or gas valves. C. Rights of Access. The Contractor shall at all times provide proper facilities for access and inspection of the work by the Engineer, his assistants, inspectors, agents and representatives of public agencies having jurisdiction. GC -17. Use of Explosives. The Contractor shall keep himself informed of all state and city laws, ordinances and regulations gov- erning the transportation, storage and use of explosives. The Con- tractor shall use the utmost care not to endanger life and property. The Contractor shall be responsible for any and all damage resulting GC 21 • • from the use of explosives. No blasting shall be done which will damage subsurface conduits or structures; in no case shall blasting be done within ten feet of any subsurface installation without the prior approval of the Owner of the subsurface installation. GC -18. Schedule of Operations. At the time of execution of the ' contract, the Contractor shall submit to the Engineer on a chart form a schedule of operations giving the extimated date that each part or ' branch of the work will be started and completed. Schedules shall conform to the work and time set forth in the agreement and shall be ' subject to the approval and/or modification by the Engineer. ' When in the judgment of the Engineer it becomes necessary to accelerate or change the work, the Contractor, when ordered, shall ' cease work for any particular type and concentrate his forces at such other point or points as directed and execute such portions of ' his work as may be required to enable others to hasten and properly ' engage and carry on their work. GC -19. Contractor's Breakdown Estimate. The Contractor shall prepare, and submit to the Engineer for approval, a breakdown esti- mate covering each lump sum item. The sum of the items listed in ' the breakdown estimate shall equal the contract lump sum price or ' prices. An unbalanced breakdown estimate, providing for over -payment of the Contractor on items of work which would be performed first, ' will not be accepted. The breakdown estimate shall be approved by the Engineer before any partial payment estimate is prepared. ' GC -20. Drawings and Data to be Furnished by the Contractor. ' Shop drawings shall be submitted by the Contractor to the Engineer as called for in the specifications, including but not restricted to, ' GC 22 reinforcing steel placement and bending diagrams, shop drawings for structural steel and miscellaneous iron work and drawings for other work for which the Engineer's approval is required. A minimum of six (6) copies of all drawings shall be submitted ' to the Engineer for approval, three (3) of which will be retained by ' the Engineer. The remaining drawings, approved or corrected,will be returned to the Contractor. ' Approval of shop and working drawingsshall indicate only that such drawings generally express the intent of the contract documents ' and shall not be construed as a complete check. Approval of drawings ' shall not relieve the Contractor of the responsibility of furnishing all materials and work required by and conforming to the plans and ' specifications. Approval of shop drawings shall, in addition, not relieve the Contractor of the responsibility of accuracy of dimensions, ' provisions of adequate connections and the proper fitting of the work ' in the completed construction. Prior to submittal the Contractor shall check the shop drawings ' prepared by subcontractors for accuracy and completeness, especially that the relation to adjoining work is accurately shown. Approval of shop drawings does not authorize any substitution of material or other ' departure from the requirements of the Contract Documents. Requests for such changes shall be made the subject of separate correspondence. ' Shop drawings shall be submitted at such time as will permit the Engineer not less than ten (10) days for checking. ' GC -21. Final Conditions of Work. Before application is made for the Owner to accept the work, all items of work shall be complete, ready to operate and in a clean condition. All trash, debris, unused ' building material and temporary structures shall have been removed from the site of the work. The walkways, parking areas and roadways GC 23 I 0 • ' shall be completely swept and broomed. GC -22. Control of Work. The Engineer shall have the general tsupervision and direction of the work. He has authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. He shall have authority to reject any work or materials which do not conform to the contract documents, to direct the application of forces to such portions of the work as in his judgment is required, to order the force increased or diminished, ' to direct the sequence of the work and to decide questions which arise in the execution of the work. ' GC -23. Lines and Grades, Setting Stakes. The Contractor shall give two working days notice .in writing when he will require the services of the Engineer for laying out any portion of the work. Elevations shown for the various parts of the work refer to the Datum Bench Mark, which will be established by the Engineer near the site. ' The Engineer shall establish the necessary base lines and grades at the surface of the ground and at convenient locations for the construc- tion of the work. The base line for pipe line construction will be ' parallel with and off -set from the proposed pipe line. From the established base lines and grades,the Contractor shall extend the ' necessary lines and grades for construction of the work and shall be responsible for the correctness of same. The Contractor shall pre- ' serve all stakes set for lines, grades or measurements of the work in their proper places until authorized to move them by the Engineer. Any expense incurred in replacing said stakes which the Contractor ' may have failed to preserve shall be borne by the Contractor. Three consecutive points set on the same slope shall be used to- t ' GC 24 H • gether in order that any variation from a straight grade can be detected. If any such variation is found, it shall be reported to the Engineer. In the absence of such report, the Contractor shall be respopsible for any error in the grade of the finished work. Prior to any request for construction stakes,. the Contractor shall have all utility lines located and marked in the field and shall have all rights-of-way cleared and graded and ready for con- struction activities. GC -24. Inspection. The Owner shall provide inspection for all work to be performed under the Contract. All materials and work shall be performed only in the presence of the Engineer or his authorized inspector and any work done in the absence of said Engineer or auth- orized inspector shall be subject to rejection. The Contractor shall notify the Owner and Engineer two working days in advance of any work to be done, in order that inspection services may be provided. GC -25. Materials and Workmanship. Unless otherwise specified all materials incorporated in the permanent work shall be new. Mat- erials not otherwise designated by detailed specifications shall be of the best commercial quality and suitable for the purpose intended. All workmanship shall be in conformance with the best trade practices. Particular attention shall be given to the appearance of exposed work. Any work or workmanship not conforming to the best practices shall be subject to rejection. GC -26. Guarantees The Contractor shall guarantee all parts of the work against defective materials or workmanship furnished by the Contractor for a period of one (1) year from the date of completion of the contract. GC 25 ' GC -28. Apprenticeable Occupations. The Contractor shall be responsible for compliance with Sections 1777.5 and 1777.6 of the Labor ' Code for all apprenticable occupations. I C' GC 26 GC -27. Attorney Fees. If an action is commenced in a court of competent jurisdiction in which the parties hereto are parties, ' and if as a result of such action, the Owner is afforded any relief, the Owner shall be entitled to its reasonable attorney fees as fixed ' by the court. ' GC -28. Apprenticeable Occupations. The Contractor shall be responsible for compliance with Sections 1777.5 and 1777.6 of the Labor ' Code for all apprenticable occupations. I C' GC 26 I 1 1 1 1 SPECIAL CONDITIONS SC -01. Scope of Work. The work to be done consists of furn- ishing all labor, materials, tools and equipment necessary or incid- ental to the construction of a vehicle storage building and appurten- ant facilities, in accordance with the Uniform Building Code and the plans and specifications. All work, during its progress, and upon completion, shall con- form to the lines, elevations and grades as shown on said plans. The Contractor shall complete the proposed work in every detail as specified. Should any detail or details appear to be omitted from the plans, then it shall be the responsibility of the Contractor to notify the Engineer for adjudication of the possible ommission, so that upon completion of the work, the work will be acceptable and ready for use. SC -02. 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 prosecuted until completion. A time limit ' of seventy-five (75) calendar days from the date of execution of the contract has been set for the completion of the work. The bidder's attention is directed to the Sub -Section GC -06. ' SC -03. Extra Work. No extra work shall be performed or change made except pursuant to a written order from the Owner stating that ' the extra work change is authorized, and no claim for an addition to the contract sum shall be valid unless so ordered; provided, how- ever, that nothing in these specifications shall excuse the Contractor ' from proceeding with the prosecution of the work so changed. The Con- tractor shall, when required by the Owner, furnish an itemized break- down of the quantities and prices used in computing the value of any change that might be ordered. SC 1 0 0 1 ' SC -04. Authority of Engineer. The work shall be done under the direction of the Engineer, and the materials used shall comply with these specifications and be to the satisfaction of the Engineer. The Engineer shall have authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the con- tract. He shall have authority to reject any work or materials which do not conform to the contract documents, to direct the application of forces to such portions of the work as in his judgment is required, ' to order the force increased or diminished, to direct the sequence of the work and to decide questions which arise in the execution of ' the work. All work under this contract whall be done under the dir- ection and to the satisfaction of the Engineer. ' SC -05• Compaction Tests. All compaction tests required in ' accordance with these specifications will be performed by the Owner. Note section GC -05 B. regarding Contractor's costs for retesting. ' SC -06. Measurement of Quantities. All work completed under this contract shall be measured by the Engineer according to United States ' Standard Measures. Unless otherwise shown on the Drawings or in the ' Specification, all lengths and distances shall be measured horizon- tally. A ton shall consist of 2000 pounds avoirdupois. ' Trucks used to haul material being paid by weight shall be weighed empty daily and at such additional times as the Engineer may direct, and each truck shall bear a plainly legible identification ' mark. Empty weight shall include any dunnage, padding or other non - pay materials carried and fuel tank content adjustments shall be rea- sonably applied. SC 2 I • 0 When material is being paid for on a weight basis, the weight ' of the material to be paid for will be determined by deducting the weight of water in the material in excess of 3 percent of the dry weight of the material. ' Trucks shall be weighed by a certified weighmaster and the Con- tractor shall be responsible for the costs involved. Moisture content tests shall be made at the direction of the Engineer in order to deter- mine whether the moisture content is above 3 percent. The moisture content tests shall be made at the expense of the Owner. SC -07. Contract Modifications - Change Orders. The Owner, with- out invalidating the contract, may require changes in, additions to or deductions from the work to be performed or materials to be furnish- ed pursuant to the provisions of the contract. Adjustment, if any, in the amounts to be paid t-3 the Contractor by reason of any such change, addition or deduction shall be determined by one or more of the following methods: ' A. By an acceptable lump -sum proposal from the Contractor; or B. By unit prices contained in the Contractor's original bid and incorporated in the Contract Documents or fixed by subsequent ' agreement between the Owner and the Contractor. No extra work shall be performed or change made except pursuant ' to a written change order from the Owner stating that the extra work ' or change is authorized, and no claim for an addition to the contract sum shall be valid unless so ordered; provided, however, that nothing ' in these specifications shall excuse the Contractor from proceeding with the prosecution of the work so changed. The Contractor shall, ' when required by the Owner, furnish an itemized breakdown of the quantities and prices used in computing the value of any change that might be ordered. ' SC 3 i 0 ' All change orders exceeding three thousand five hundred collars ($3,500) require approval by the City Council of the City of San Juan ' Capistrano. Any change orders under three thousand five hundred dollars ($3,500) may be approved by the Director of Public Works. ' SC -08. Quality of Materials and Equipment. Whenever a material or article is specified or described on the plans by using the name of a proprietary product, or by using the name of a particular manufact- urer or vendor, the specific items mentioned shall be understood as establishing the type, function and quality desired. The base bid must be based on the use of these materials or articles. Other manu- facturer's products of comparable quality and suitable for the intended use will be considered. Such items shall be submitted to the Engineer for approval. All equipment, materials and articles incorporated in the work ' shall be new and unused. The Contractor shall provide proper storage facilities and exercise such measures as will insure the preservation of the specified quality and fitness of all materials and equipment. Materials not conforming to the requirements of the specifications shall be rejected and shall be immediately removed from the site of ' the work. Materials used in the work shall be tested in conformance with the specifications. Samples furnished for testing shall be re- presentative of the material to be used. Sc -9 Access to Work. The Owner, its inspectors, agents and ' other employees, shall at all times and for any purpose have access to the work and the premises used by the Contractor, and the Contractor shall provide safe and proper facilities therefor. Furthermore, the ' Owner, its inspector, and agents, shall at all times have immediate access to all places of manufacture where machinery or materials are ' being manufactured, produced or fabricated for use under these spec- ifications, and shall have full facilities for determining that all 1 SC 4 I I 1 0 • sum price bid for any item of work will be considered or allowed in ' awarding a contract for less than the entire project. In no event will more than one contract be awarded for the project or any por- tion thereof. U 1 GI 1 C' SC 6 I U 1 I H C 1 I SECTION 1. SPECIAL PROVISIONS AND ITEMS OF WORK 1-01. Standard Specifications. The Standard Specifications of the State of California, Department of Public Works, Division of Highways, dated January, 1973, were adopted as the Standard Speci- fications for streets, storm drain and highway work within the City of San Juan Capistrano. The work embraced herein shall be done in accordance with the aforesaid Standard Specifications of the State of California, Depart- ment of Public Works, Division of Highways, dated January, 1973,inso- far as the same may apply, these Special Provisions, the Notice to Contractors, the Proposal, the Contract (or agreement), the two contract bonds required herein, any supplemental agreements amend- ing or extending the work, working drawings, or sketches clarifying or enlarging upon the work specified herein and to pertinent por- tions of other documents included by reference thereto in these specifications. Whenever in the said Standard Specifications of the State of California the following terms are used, they shall be understood to'mean and refer to the following: DEPARTMENT OF PUBLIC WORKS, OR DIVISION OF HIGHWAYS - The Engineer DIRECTOR OF PUBLIC WORKS - The Engineer ENGINEER - The Engineer, acting either directly or through pro- perly authorized agents, such agents acting within the scope of the particular duties entrusted to them LABORATORY - The designated laboratory authorized by the Eng- ineer to test materials and work involved in the contract STATE - City of San Juan Capistrano ' Other terms apo ring in the Standard Speo ications, the ' General Provisions and these Special Provisions shall have the intent and meaning specified in Section 1, "Definition of Terms", ' of the Standard Specifications. In case of conflict between the Standard Specifications and 1 these Special Provisions, the Special Provisions shall take ' precedence over and be used in lieu of such conflicting portions. 1-02. Description of Work. The work to be done under this contract, in general, consists of, but is not limited to, clearing ' and grubbing, removal of obstructions, excavation, backfilling, construction of vehicle storage building with appurtenant parking ' apron and access road, and gravel perimeter road(s) and floor, and concrete vehicle wash rack, and necessary drainage structures and other ' miscellaneous items and appurtenant work. 1-03. Drawings. The drawings show location, character of work ' and details of construction. They are: 1. Site Plan, sheet 1 of 2 ' 2. Details, sheet 2 of 2 ' 1-04. Pre -Construction Coordination Meeting. Prior to the commencement of construction, arrangements will be made for a ' meeting between the Contractor, the Engineer and involved utilities. The purposes of this meeting are to coordinate the activities of the ' Contractor within the limits of this contract, review scheduling, ' discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule showing ' the number of working days required to complete each phase of the project. ' 1-2 1 1-05. Flow and Acceptance of Water, It is anticipated that ' storm, may surface and ground or other waters be encountered at ' various times and locations during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has ' investigated the risk rising from such waters and has prepared his bid accordingly, and Contractor by submitting a bid assumes all of ' said risk. ' The Contractor shall conduct his operation in such a manner that storm or other waters may proceed uninterrupted along their existing courses. Diversion of water for short reaches to protect construction in progress will be permitted, if public or private ' properties, in the opinion of the Engineer, are not subjected to the probability of damage. The Contractor shall obtain written permission ' from the applicable public agency or property owner before any div- ersion of water will be permitted by the Engineer. If any excava- tions are filled with water due to rain or other means, the Contractor ' shall remove such water as soon as possible to expedite the completion of the work. ' 1-06. Water. Water will be supplied by the Owner to the project area for use by the Contractor on the job as shown on the contract ' drawings. 1-07. Construction Area. The Contractor's construction oper- ations shall be confined to a reasonable area surrounding the con- struction site. At the end of construction, the Contractor shall replace any damaged or disturbed existing improvements shown on the plans to he ' protected, and shall restore the ground to its original condition except where otherwise required by the plans. In this respect, the ' Contractor shall clear all grass, weeds and organic growth from ' the construction area and leave the construction area in a clean and presentable condition free from ruts and irregularities. 1-3 0 10 The cost of work performed to protect facilities, restore ' ground elevations and replace damaged improvements within the ' construction areas and street rights-of-way shall be included in the prices paid for applicable bid items. 1-08. Definition of Proposed Items. The unit prices or lump sum prices to be paid for the items listed in the proposal shall include full compensation for furnishing all labor, materials, tools, ' equipment, incidentals and doing all the work involved in furnishing and placing the materials complete,in place,in accordance with the ' details shown on the plans and as specified in the specifications. THE SCOPE OF WORK AND METHOD OF PAYMENT INCLUDED WITHIN THE ITEMS OF WORK IN THE PROPOSAL SHALL BE AS DESCRIBED IN THE BID ITEMS, AS FOLLOWS: 1-09. Vehicle Storage Building. Bid Item 1. The Contractor is referred to Sections 2,5 and 7 of the Detail Specifications. The Contractor shall furnish and install a Vehicle Storage 1-10.Asphalt Concrete for Access Road, Parking and Turn - Around Apron, and Berm. Bid Item 2. The Contractor is referred to Sections 2 6 3 of these specifications. The Contractor shall furnish and place 0.17' A..0 and an asphalt Concrete Berm at the 1 1-4 Building with nominal dimensions of: length - ]Do feet; width - 25 feet; and height - 16 feet. Site preparations and foundation ' work are not included herein. The cost of Vehicle Storage Building shall include full com- pensation for complying with the requirements hereinabove, furnish- ing all materials, tools, equipment, labor and work involved,ar,d 1 shall be paid for at the contract lump sum price. 1 1-10.Asphalt Concrete for Access Road, Parking and Turn - Around Apron, and Berm. Bid Item 2. The Contractor is referred to Sections 2 6 3 of these specifications. The Contractor shall furnish and place 0.17' A..0 and an asphalt Concrete Berm at the 1 1-4 ' locations and grades shown on the plans or staked in the field. Excavation, compaction and preparation of subgrade are not in- ' cluded herein. The cost of asphalt concrete shall include full compensation ' for complying with the requirements hereinabove, furnishing all ' materials, tools, equipment, labor and all work involved, and shall be paid for at the contract unit price per ton. ' 1-11. Aggretate Base for Access Road, Parking and Turn -around Apron. Bid Item 3. The Contractor is referred to Section 2 & 6 of ' the Detail Specifications. ' The contractor shall furnish and place 0.50' asphalt base at the locations and grades shown on the plans as staked in the field. ' Excavation, compaction and preparation of subgrade as specified in Section 2 of the Detail Specifications, are included herein. The cost of asphalt base shall include full compensation for complying with the requirements hereinabove, furnishing all materials, tools, equipment, labor and all work involved, and shall be paid for at the contract price per ton. 1-12. Vehicle Wash Rack and Washer Pad Bid Item 4. The Contractor is referred to Sections 4 & 8 ofthe Detail Specifications ' The contractor shall furnish and place a six inch (61 concrete pad for wash rack, and a six inch (6") concrete pad for the washer, at the location and to the lines and grades shown on the plans or staked in the field. The .cost of the concrete pads shall include full compensation for complying with the requirements hereinabove, furnishing all mat- erials, tools, equipment, labor and all work involved, and shall be paid for at the contract unit price per cubic yard. 1 1-5 1 1-13. Gravel Road and Floor, Bid Item 5. The Contractor is referred to Section 9 of the Detail Specifications. ' The Contractor shall furnish and place crushed rock for a road way and floor at the location and to the lines and grades shown on the contract drawings and as staked in the field tThe cost of crushed rock shall include full compensation for complying with the requirements hereinabove, furnishing all materials, ' tools, equipment, labor and all work involved,and shall be paid for ' at the contract unit price per ton, 1-14. Vehicle Washer, Bid Item 6. The Contractor is referred ' to Section 10 of the Detail Specifications. The Contractor shall furnish and install an Electro -Magic, ' All -Mobile Washer, Model 681, or equal, as shown on the contract ' drawings. The cost of vehicle washer shall include full compensation for tcomplying with the requirements hereinabove, furnishing all materials, tools, equipment, labor and all work involved,and shall be paid for ' at the contract price per unit. 1-15. Site Preparation and Foundation Work. Bid Item 7. The Contractor is referred to Sections 2 b 4 of the Detail Specifications. ' The Contractor shall furnish site preparation and foundation work including 12 reinforced concrete piers and 6 connecting reinforced footings for the ' Vehicle Storage Building and appurtenant structures as described in the specifications. ' The cost of work performed shall include full compensation for complying with the requirements hereinabove, furnishing all materials, tools, equipment, labor and all work involved,and shall be paid for at the contract price per lump sum. 1 S-6 9 0 1-16. Electrical Connection, Bid Item 9. The Contractor is referred to Section 11 of the Detail Specifications. The Contractor shall furnish and install a 115/230 volt, 60 cycle, 3 wire, single phase electrical system for the vehicle washer and electrical system for the perimeter and interior lighting as shown on the contract drawings. ' The cost of the electrical connections shall include full compensation for complying with the requirements hereinabove, furnishing all materials, tools, ' equipment, labor and all work involved, and shall be paid for at the contract lump sum price. 1-17. Water Connection, Bid Item 10. The Contractor is referred to ' Section 12 of the Detail Specifications. The Contractor shall furnish and install the required water systems as ' shown on the contract drawings. ' The cost of the water system shall include full compensation for complying with the requirements hereinabove, furnishing all materials, tools, equipment, labor and all work involved, and shall be paid for at the contract lump L�' sum price. 1-18. Surveying Services. All surveying required for this project will ' be the responsibility of the Owner. All grades and elevations shall be as shown on the project drawings. The Contractor shall remove, and dispose of, all survey ' stakes upon acceptance of the work herein requiring use of said stakes. L�' I 0 0 DETAIL SPECIFICATIONS EARTHWORK 2-01. General. The Standard Specifications herein referred to shall ' be State of California, Division of Highways, Standard Specifications, dated January, 1973. t2-02. Earthwork. Earthwork shall conform to the provisions of Section 19 of the Standard Specifications and these Special Provisions. 2-03. Subgrade Preparation. Subgrade preparation shall conform to ' the provisions of Section 19-1.03 of the Standard Specifications, and in addition the subgrade within 0.5 foot below the grading plane shall be compacted to a ' relative compaction of not less than 90 percent.in lieu of the 95 percent specified in Section 19-5.03 of the Standard Specifications. ' 2-04. Roadway and Parking Apron Excavation. Roadway and Parking Apron ' excavation shall conform to the provisions of Section 19-2 of the Standard Spec- ifications and these Special Provisions. ' 2-05• Unsuitable Material. Removal and disposal of unsuitable material will be paid for at the contract price for aggregate base. No compensation for extra work will be allowed for work performed as specified in Section 19-2.02 ' of the Standard Specifications. 2-06. Structure Excavation and Backfill. Structure excavation and back- ' fill shall conform to the provisions of Section 19-3 of the Standard Specifications and these Special Provisions. 2-07. Compaction. The provisions of Section 19-5.03 of the Standard ' Specifications are revised to include, and/or be superseded by, the following: 1 2,1 1 When the original ground within 0.5 foot of the grading plane and for ' a width equal o the width of the grading plane has a relative compaction of less than 90%, the subgrade shall be prepared and compacted in accordance with the provisions of Section 19-5.03 of the Standard Specifications except that the relative compaction shall be at least 90% in lieu of the 95% specified therein. 2-08. Borrow Excavation. Borrow excavation shall conform to the pro- visions of Section 19-7 of the Standard Specifications and these Special Provisions. ' 2-09. Finishing Roadway. Finishing roadway shall conform to the pro- visions of Section 22 of the Standard Specifications and no separate payment will ' be made for complying with said provisions. For these Specifications, roadway includes parking apron. U 1 2-2 SECTION 3 ' DETAIL SPECIFICATIONS ASPHALT CONCRETE PAVING ' 3-03. Top Layer. Paving asphalt for the top layer of asphalt ' concrete shall be Grade AR 4000. 3-04. Asphalt_ Binder. The amount of asphalt binder to be mixed with the mineral aggregate shall be between 420 and 7�'o by weight of the dry mineral aggregate. The exact amount of asphalt binder to be ' mixed with the mineral aggregate will be determined by the Engineer. 3-05• Aggregate. The provisions in Section 39-2.04A, "Coarse Aggregate", and 39-2.o4B, "Fine Aggregate', of the Standard Specif- ications are superseded by the following: At least 75%, by weight, of the material retained in the No. 4 ' sieve shall have at least one fracture face as determined by test method No. Calif. 205• 3-06. Grading. Aggregate grading requirements for lower layer shall be ' 3/4" maximum (coarse) as specified in Section 39-2.02 of the Standard Specifications and for the top layer may be either 3/4" maximum (medium), " maximum (coarse), or }" maximum (medium) as determined by the Engineer. 1 3-1 3-01. Asphalt Concrete. Asphalt concrete shall be Type B ' and shall conform to the provisions of Section 39, -"Asphalt Concrete," ' of the Standard Specifications and these Special Provisions. 3-02. Subgrade. The subgrade shall be compacted to a minimum of go% relative compaction at a moisture content within 2% of optimum. The finish subgrade shall not deviate more than .05 foot from the theoretical grading plane and must be sufficiently firm and unyield- ing to support the asphalt concrete trucks and paver without deform - at ion. ' 3-03. Top Layer. Paving asphalt for the top layer of asphalt ' concrete shall be Grade AR 4000. 3-04. Asphalt_ Binder. The amount of asphalt binder to be mixed with the mineral aggregate shall be between 420 and 7�'o by weight of the dry mineral aggregate. The exact amount of asphalt binder to be ' mixed with the mineral aggregate will be determined by the Engineer. 3-05• Aggregate. The provisions in Section 39-2.04A, "Coarse Aggregate", and 39-2.o4B, "Fine Aggregate', of the Standard Specif- ications are superseded by the following: At least 75%, by weight, of the material retained in the No. 4 ' sieve shall have at least one fracture face as determined by test method No. Calif. 205• 3-06. Grading. Aggregate grading requirements for lower layer shall be ' 3/4" maximum (coarse) as specified in Section 39-2.02 of the Standard Specifications and for the top layer may be either 3/4" maximum (medium), " maximum (coarse), or }" maximum (medium) as determined by the Engineer. 1 3-1 1 1 1 1 1 1 i • 3-07. Paving Grade. Paving asphalt for asphalt concrete for lower layer or layers shall be Grade AR4000, or AR8000, as determined by the Engineer. 3-08. Prime Coat. Prime coat shall be liquid asphalt, SC -250', or SC - 70, as determined by the Engineer. 3-09. Fog Seal and Paint Binder. Fog seal and paint binder shall be SSI type asphaltic emulsion. 3-10. Tarpaulins. Tarpaulins shall be used to cover all loads from plant to project. 3-11. Rolling Equipment. Rolling equipment shall conform to the pro- visions of Section 39.5.02, "Rolling Equipment", Section 39-5.03, "Equipment Required", and Section 39-6.03, "Compacting", of the Standard Specifications. 3-2 I 1 1 1 1 C 1 1 1 1 0 0 SECTION 4 DETAIL SPECIFICATIONS CONCRETE AND REINFORCING STEEL 4-01. Description. This section covers all concrete and rein- forcing steel required for the piers, footings, wash rack pad and washer pad and includes proportioning, mixing, placing, finishing and curing specifications. Placement of the piers, footings and slabs are shown on the Contract Drawings. All concrete shall be designated Class A as specified in Section 90 of the Standard Specifications. 4-02. Proportioning. Concrete for all purposes shall be com- posed of cement, aggregates, and water of the quantities and qualities herein specified and in the required proportions; these ingredients to be well mixed and brought to a proper consistency. Maximum slump shall be 4 inches. The proportions shall be designed to produce a concrete capable of being deposited so as to obtain maximum density and where deposited in forms to have maximum smoothness of surface, and to have an ultimate compressive strength at the age of 28 days of not less than 3000 psi. 4-03• Material and Methods. All concrete materials, methods, forms and proportioning shall conform to Sections 51 and 90 of the Standard Specifications, using 112 inch maximum size aggregate. No admixture shall be used without written permission of the Engineer. 4-04. Curing. All concrete shall be prevented from drying for a curing period of at least 7 days after it is placed. Exposed surfaces shall be kept continuously moist for the entire period or until curing compound is applied as specified below. Moisture shall be maintained by sprinkling, flooding or fog spraying, or by cover- ing with continuously moistened canvas, cloth mats, straw, sand or other approved material. Wood forms (except plywood) left in place 4-1 1 • other embedded items. s during the curing period shall be kept wet. Surfaces exposed to or running air during the curing process shall be thoroughly wetted immediately 1 after forms are removed and shall be kept wet until patching and re- subsequent construction pairs are complete. Water or covering shall be applied in such a way 1 that the concrete surface is not eroded or otherwise damaged. Water for curing shall be clean and free from any substances that will cause 1 discoloration of the concrete. 1 Concrete may be coated with curing compound in lieu of the continued application of moisture. The curing compound shall comply 1 with the requirements of Section 90-7.016 of the Standard Specific- ations. The compound shall be sprayed on the moist concrete surface ' as soon as free water has disappeared, but shall not be applied to 1 any surface until patching, repairs and finishing of that surface are completed. 1 The curing compound shall be thoroughly mixed immediately before applying, and shall be applied at a uniform rate of not less than 1 one gallon per 150 square feet of surface. The compound shall be ' applied in a two -coat operation at right angles to each other. It shall form a uniform continuous, adherent film that shall not check, 1 crack or peel, and shall be free from pin holes or other imperfections. Curing compound shall not be applied to surfaces requiring bond with 1 subsequently placed concrete, such as construction joints, reinforc- 1 1 4-2 ing steel and other embedded items. Surfaces subjected to heavy rainfall or running water within 3 hours after the compound has been applied, or surfaces damaged by subsequent construction operations during the curing period shall 1 be resprayed in the same manner as for the original application. 1 1 4-2 4-05• Surface and Joints Finish. The surface finish of the ' slab shall be a minimum steel trowel finish and shall be true to line ' and grade. Joints shall be saw cut according to the plans. ' 4-06. Reinforcing Steel. Cleaning, bending, placing and spacing of reinforcement shall conform to the applicable provis- ions of Section 52 of the Standard Specifications and to the draw- ings. The provisions of Section 52-1.04 relating to the sampling of reinforcing steel at the source of supply will not apply and in ' lieu thereof, the Contractor shall furnish a "Certificate of Com- pliance" with the Specifications of ASTM Designation: A 615. All ' reinforcing bars shall be Grade 40 Billet -Steel. GI 1 1 1 4-3 • SECTION 5 • ' DETAIL SPECIFICATION PREFABRICATED METAL 31JILDING ' 5-01. Description. This section covers the design, fa6rica- ' tion and erection of the metal building. 5-02. General Requirements. The building shall be a clear ' span rigid frame with a minimum roof slope of 4 on 12. Main ' frames are to be spaced no more than 20 feet on center. The build- ing's dimensions shall be 25 ft. wide, 100 ft. long, 16 ft. high at eaves, defined as follows: Width -dimension between outside of girts Length -dimension between outside of girts Height -dimension from the floor line to the top of the eave strut The metal building shall have three metal sides. The open side shall be the long side which faces northerly. ' All dimensions are nominal, The building as specif;ed herein shall consist of all columns, ' roof beams, end posts, anchor bolts, girts, purlins, covering, brac- ing, connectors, etc. or as specified. All material shall be new, unused and free from defects. The building may be of a modular ' design and construction. However, the overall dimensions shall be as described above. 5-03• Structural Design. The steel building shall be a stand - and prefabricated type and shall be designed in accordance with the Uniform Building Code, modified by the following provisions. ' The building shall be designed for a wind load of 20 pounds per square foot assumed to act horizontally to the vertical pro- jected area of the side walls and roof. All structural mill sections and welded plate sections shall conform to ASTM Specification A36 and be designed in. accordance with the latest edition of the American Institute of Steel Const- ruction ''Specifications for the Design and Fabrication of Structural 5-1 ' 'Stee'l for Buildings All cold formed steel souctural members ' shall conforii to ASTM Specification A570 or A611 and be designed ' in accordance with the American Iron and Steel Institute ''Specif- ications for the Design of Light Gauge Cold -Formed Steel Structural ' Members". All welding shall conform to regulations set forth by the American Welding Society. and specified. ' 5-04. Fabrication. All rigid frame members shall be shop fabricated to provide holes for the attachment of secondary struct- ural bracing. Flanges built-up members and and webs of welded members ' shall be joined by a continuous automatic submerged arc welding process. All other shop welding shall be by operators qualified as ' prescribed in the "Standard Qualification Procedure.of the American Welding Society." locations. 1 All building parts shall carry an identifying mark for easy field identification. 5-05• Primary Framing, Rigid Frames will consist of solid or open web columns and roof beams complete with necessary splice members and plates for field assembly. ' (a) Welding will be done in accordance with the American ' Welding Society Code for Building Construction. Certification of welder qualification will be supplied when required and specified. (b) All base plates, cap plates, ridge plates, splice plates and stiffener plates as required will be shop fabricated in proper sizes with bolt connection holes shop fabricated. ' (c) Stiffeners will be shop welded into place. (d) Columns and roof beams will be shop fabricated complete with proper holes in webs and flanges for the attachment of second- ary structural members and bracing in proper locations. 1 All bolts for field assembly of primary frame members will be ' of the required strength and of proper sizes complete with washers 5-2 I 1 IJ 1 LI 1 1 as indicated on erection drawings Anchor bolts will be as specified on the building manufacturer's anchor Lolt layout drawings. Endwall Frames for' the building will be cold formed members designed and fabricated in accordance with latest AIS] specifications. Endwall frames will consist of endwall columns, endwall roof beams and endwall posts as required by design criteria. (a) All base plates, cap plates, ridge plates and stiffeners as required will be shop fabricated in proper sizes with bolt con- nection holes shop fabricated. (b) Stiffeners will be shop welded into place. (c) Columns, beams and posts will be shop fabricated complete with proper holes for the attachment of secondary structural members in proper locations. Rigid frames may be substituted for endwall frames as shown on the drawings. Necessary endwall posts and holes for connection to the rigid frame used in the endwall will be shop fabricated. 5-06. Secondary Members. Purlins, braces and girts shall be precision roll -formed sections of 16 gauge minimum high strength steel with a minimum yield of 50,000 psi. Lateral bracing to provide lengthwise rigidity against wind and seismic forces shall be furnish- ed, e.g. by. rods with adjusting bolts on ends. 5-07. Painting of Structural Members. Unless otherwise speci- fied, all structural steel members and parts shall be thoroughly cleaned of all loose mill scale, oil, dirt and other foreign matter and given one shop coat of Primer in Accordance with Federal Specif- ication TT -P -636D. Primer shall be applied in such a manner to fill all joints and exposed edges. 5-3 I L 1 1 I 5-08. Roof and Wall Covering. All roof and wall covering shall be made from prime, hotdip galvanized steel not less than 26 gauge, having a minimum yield strength of 36,000 psi and a minimum of 1.25 oz. zinc per square foot; roll -formed into ribbed panels of required length to minimize end laps. Flat areas shall not exceed 12" between any two ribs. To insure rigidity of the panels and provide joints that stay snug and weather -tight under load, the average deflection of the center of panels between ribs shall not exceed 1/8" with twenty pounds per square foot load on the roof span. The junction of the roof and wall panels to be weather sealed. Ridge flashing shall be in accordance with the manufacturer's specifications. 5-09. Connections. Panel connections shall be waterproof and fasteners shall be corrosion proof and with a positive action. Fast- eners shall allow easy panel replacement. Fasteners shall match color of building. All holes in purlins, eave struts, base angles and gable angles shall be fabricated in such a manner as to provide a field assembly method which will automatically produce positive panel alignment. 5-10. Color Coating of Panels. Color coating shall be factory applied baked enamel finisi. The interior surface of all roof and wall panels shall be Ivory or White enamel. The exterior surface of all roof and wall panels will be selected by the Engineer from available standard colors. 5-11.. Trim and Closures. All metal trim shall be 28 gauge minimum galvanized steel. Trim is to be formed and lapped to pro- vide a complete weathertight installation. The intersection of roof panel and the eave.trim shall be sealed by a preformed neoprene closure strip. 5-4 1 1 1 1 1 1 Rake or cornice trim shall be sealed by a continuous bead of inch extruded sealer or tape mastic between the trim and the roof panel and held together by sheet metal screws 12 inches on center. Corner and ridge trim closures shall be preformed closure pieces to provide a neat transition at points of directional change of eave and (gable) trim. 5-12. Clean-up. Upon completion of the site work, the Contractor shall; remove all rubbish, trash and debris resulting from his oper- ations; remove all equipment and implements of service, and leave the entire area in a neat, clean and acceptable condition. 5-5 • SECTION 6 • ' DETAIL SPECIFICATIONS AGGREGATE BASE ' 6-01. Aggregate Base. The aggregate base shall be Class 2 as specified ' in Section 26 of the Standard Specifications. 6-02. Compaction. Whenever relative compaction is specified to be ' determined by Test Method No. California 216, the relative compaction may be ' determined by Test Method No. California 231, as modified herein, at the dis- cretion of the Engineer. The area, as stated in the Test Method No. California ' 231, may be represented by one (1) or more individual test sites at the discretion of the Engineer. 1 1 6-1 ' SECTION 7 DETAIL SPECIFICATION MISCELLANEOUS WORK ' 7-01. Description. The work under this section includes all labor, materials, supplies and equipment required to install sky- ' lights. ' 7-02. Skylights. Skylights shall be translucent reinforced or wire screen supported panels formed to match the roof panel con- figuration and be approximately 3 feet wide and 12 feet long or span three purlins, with the end purlins supported. Skylight panels shall have a UL flame spread rating of 25. t 1 ' 7-1 0 SECTION 8 DETAIL SPECIFICATIONS WASH RACK 0 ' 8-01. Description. The work under this section includes all labor, materials, supplies and equipment required to construct a ' wash rack in accordance with these specifications and the applicable 11 L 8-1 drawings. 8-02. General Requirements. The wash rack shall be constructed adjacent to, and contiguous with, the east end of the building. The concrete pad shall be sloped drawings. to drain as shown on the applicable 8-03. Materials. The concrete shall be as specified in Section 4 of the Specifications and as shown on the Contract Drawings. 8-04. Drainage. Water from the concrete pad shall be directed ' to the asphalt concrete drain All as shown on the applicable drawing. water shall be channeled to flow to the drainage swale east of ' the building as shown on the applicable plans. 11 L 8-1 I 1 SECTION 9 DETAIL SPECIFICATIONS PERIMETER ROAD AND BUILDING FLOOR 9-01. Description. The work under this section includes all labor, materials, supplies and equipment required to construct the perimeter road and building bloor in accordance with these spec- ifications and the applicable drawings. 9-02. General Requirements. The perimeter road shall be con- structed contiguous to the storage building on the south and west and as shown on site plan. The building floor and the roadway shall slope for drainage as shown on the plans. 9-03. Crushed Rock. The perimeter roadway and building floor shall be Class 2 aggregate base, lz" maximum size. After laying the roadway and floor the rock shall be rolled to obtain a relative- ly smooth bed. 9-1 0 0 SECTION 10 DETAIL SPECIFICATIONS VEHICLE WASHER 10-01. General. The work under this section includes all labor, materials, supplies and equipment required to furnish and install an Electro - Magic All -Mobile Washer, Model 681, or equal. 10-02. Scope of Work. The washing unit is to be installed inside the vehicle storage building with the wash rack boom and appurtenant equipment to be installed on the building exterior over the wash rack pad. The Contractor is to provide water and electrical connections to the points shown on the contract drawings. 10-1 I • • 1 SECTION 11 DETAIL SPECIFICATION ELECTRICAL SYSTEM ' 11-01. Description. The work under this section includes all labor, materials, supplies and equipment required to design and in- stall the electrical system in accordance with the National Electri- cal Code (latest edition), these specifications and the applicable drawings. 11-02. General Requirements. The electrical system, from the junction at the Planning Trailer to the Vehicle Storage Building, ' shall be located underground and shall be rodent -proof. The light- ing system shall consist of six(6) security lights on the exterior ' of the building and two(2) flourescent lights, with switch, per bay ' on the interior of the building, as shown on the plans. There shall also be a double receptacle outlet near the location of the washer on ' a separate circuit, as shown in the plans. 11-03. Electrical Connection. The electrical system shall be ' connected at the Planning Department Trailer Panel with a double pole, 50 amp breaker, as shown in the plans. A twelve(12) circuit breaker panel, 100 ampere capacity, shall be installed in an appropriate ' location in the Vehicle Storage Building, preferably in the southeast corner, near the washer. 1 4w 1 SECTION 12 DETAIL SPECIFICATIONS WATER SYSTEM 1 12-01. Description. The work under this section includes all labor, materials, supplies and equipment required to design and install the water system 1 in accordance with the Uniform Plumbing Code, these specifications and the appli- cable drawings. 12-02. General Requirements. The water system shall be adequate for the 1 mobile wash rack. The wash rack pump and reservoir will be located in the Vehicle Storage Building as shown on the plans. The water line may be connected as shown 1 on the plans but in any event shall furnish adequate pressure and volume to operate 1 the wash rack pump. There shall be one hose -bib placed near the wash rack pump on interior of building. The type of pipe to be used is: 1 Lines below concrete slabs - Type "k" copper Lines'underground not under slabs - 3/4'' Schedule 40 P.V.C. 1 Lines above ground = 3/4'' Galvanized Iron 1 Cleaning and Chlorination of the installed line shall be required prior to accept- ance by the Owner. i 1 1 1 0 The ON Casualty Insurance HAMII.TON, OHIO GENERAL FORM STATUS INQUIRY The City of San Juan Capistrano City Hall San Juan Capistrano, California March 1 1976 Our Bond No. 1-804-349 CONSOLIDATED CONSTRUCTION CORPORATION 770-C North Main Street Contractor: Address: APang.e-,roall$9£F i n Description of Contract: Construction of Public Works Vehicle Storage Building iNCI VO[ LO[[TiOM .ryO Ovry[1 { [ONTPICT NUN{[[ Owner: The City of San Juan Capistrano 25,313.00 F.P. c Contract Price $ �,_31 1.00 Bonds) E '25 313 o_ j, &M Effective Date ygpt1'f=_I 1, 197 5 Without prejudicing your right or affecting our liability under our bond(s) described above, we would appreciate such of the•following information as is now available. IF CONTRACT COMPLETED, PLEASE STATE: Very truly yours, TH OHIO C SUALTY INSURANCE C )MPANY J. U. WILSON Approximate date of completion of work (or final delivery) February 18, 1976 Approximate acceptance date February 18 1976 Final Contract Price S 28, 199 _ 54 2. IF CONTRACT UNCOMPLETED, PLEASE STATE: Approximate percentage or dollar amount of contract completed or Date March 10 1976 ` PLEASE RETURN ORIGINAL OF THIS INQUIRY TO GENERAL FORM STATUS INQUIRY FEDERAL CASES TO BE SUBMrTTED IN DUPLICATE- STAMPED ADDRESSED ENVELOPE TO BE ATTACHED $15541 Pnnted m U.SA. 5 3930 a THE OHIO CASUALTY INSURANCE COMPANY ADDRESS 2600 East Nutwood Avenue er on, calil. .TT[w,Tv,w, J.U. WILSON /em CoW - y-n --T O s March 1 1976 Our Bond No. 1-804-349 CONSOLIDATED CONSTRUCTION CORPORATION 770-C North Main Street Contractor: Address: APang.e-,roall$9£F i n Description of Contract: Construction of Public Works Vehicle Storage Building iNCI VO[ LO[[TiOM .ryO Ovry[1 { [ONTPICT NUN{[[ Owner: The City of San Juan Capistrano 25,313.00 F.P. c Contract Price $ �,_31 1.00 Bonds) E '25 313 o_ j, &M Effective Date ygpt1'f=_I 1, 197 5 Without prejudicing your right or affecting our liability under our bond(s) described above, we would appreciate such of the•following information as is now available. IF CONTRACT COMPLETED, PLEASE STATE: Very truly yours, TH OHIO C SUALTY INSURANCE C )MPANY J. U. WILSON Approximate date of completion of work (or final delivery) February 18, 1976 Approximate acceptance date February 18 1976 Final Contract Price S 28, 199 _ 54 2. IF CONTRACT UNCOMPLETED, PLEASE STATE: Approximate percentage or dollar amount of contract completed or Date March 10 1976 ` PLEASE RETURN ORIGINAL OF THIS INQUIRY TO GENERAL FORM STATUS INQUIRY FEDERAL CASES TO BE SUBMrTTED IN DUPLICATE- STAMPED ADDRESSED ENVELOPE TO BE ATTACHED $15541 Pnnted m U.SA. 5 3930 a THE OHIO CASUALTY INSURANCE COMPANY ADDRESS 2600 East Nutwood Avenue er on, calil. .TT[w,Tv,w, J.U. WILSON /em 32400 PASEO ADELANTO- i SAN JUAN CAPISTRANO, CALIFORNIA 92673 PHONE 493.117( a September 15, 1975 Consolidated Construction Corporation 770-C North Main Street Orange, California 92668 Re: Public Works Vehicle Storage Building Gentlemen: Enclosed are two sets of the Contract documents for the above mentioned project awarded to your Company by the City Council at their meeting of September 3, 1975. Please execute the City's copy and return it to this office. The second copy is for your files. Thank you for your cooperation. Very truly yours, i (MRS) ARY ANN HANOVER CITY CLERK /m Enclosures lrrw 132400 PAS!O'AOiLANTO SAN JUAN CAPISTRANO. CALIFORNIA 92679 PHONE 497.1171 JAMES K. WEATHERS, MAYOR JOHN B. SWEENEY, MAYOR PRO TEM ROY L. BYRNES, COUNCILMAN YVON O. HECKSCHER, COUNCILMAN DOUGLAS B. NASH, COUNCILMAN February 23, 1976 Mr. J. Wylie Carlyle Recorder, County of Orange P. O. Box 238 Santa Ana, California 92702 Re: Dear Mr. Carlyle: tion - Consolidated Construci 7� Enclosed are the following documents for recordation: 1. Notice of Completion from Consolidated Construction Company for Construction of Public Works Vehicle Storage Building. 2. Notice of Completion from D. W. Contracting Company for Construction of Del Obispo Median. When placed of record, please return said document to this office. Thank you for your cooperation. Very truly yours, i (MRS) Y ANN HANOVER City Clerk /m enclosures cc: Director of Public Works vN{I 4 e .y c u d d R m 0 L p CO3 U METAL BUILDING SYSTEMS • CONSOLIDATED SUITE C, 770 NO. MAIN ST. - October 9, 1975 GENERAL CONTRACTORS CONSTRUCTION . CONCRETE TILT SYSTEMS ORANGE, CALIF. 92668 • (714) 639-331 CORPORA4g10 i F 0 STATE LICENSE *268586 G(�O O City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Re: Public Works Storage Building Gentlemen: Because of the post office's failure to deliver the signed contract we are herewith providing you with our copy and certificates of insurance. We are sorry of any inconvenience this might have caused. It was beyond our control. Sincerely, CONSOLIDATED CONSTRUCTION CORPORATION Robert W. Zoellner President c-t� Encl: Contract Agreement Labor and Material Bond 7 Faithful Performance Bond ` 3 Certificates of Insurance '� Tertifirate of Jnsuranre THIS IS TO CERTIFY that the company indicated by an "x" has issued the policy or policies described below. The insurance afforded is only with respect to the coverages indicated by specific limits of liability and this certificate of insurance neither affirmatively nor negatively amends, extends nor alters the coverage afforded by any policy described herein. GbdHE OHIO CASUALTY INSURANCE COMPANY ❑ WEST AMERICAN INSURANCE COMPANY ❑ AMERICAN FIRE AND CASUALTY COMPANY CERTIFICATE ISSUED TO NAMED INSURED and ADDRESS NAME and ADDRESS 16&SO1kIDATS1D CONSTRUCTNdN CORP F—CITY OF SAID juin CAPISTNM ROBERT N. SOSLLNSR 32400 PUBO ADffidI M 770 NORTB N R1N, SOITR C SAN JUAN CAPX2TRANO, CALWOMIA ORANGE, CA16X"FAIA 92668 92675 L LT2W*CIT1f CXWX DESCRIPTION OF OPERATIONS LOCATION OF OPERATIONS BUILDING CONTRACTOR STATS OF CALIlORNTA RIND OF POLICY POLICY LIMITS 01 LIABILITY BODILY INJURY PROPERTY DAMAGE INSURANCE NUMBER PERIOD COMPREHENSIVE C" 895028 From 2/1/75 $ 500,000 Each occurrence $ 100000 Each occurrence GENERAL To 2/],/78 n.8 / +/ $ 5W,000 Aggregate $ 200000 Aggregate LIABILITY MANUFACTURERS' AND INCL• 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 INCL ' To $ ,000 Aggregate COMPLETED OPERATIONS From $ ,000 Each occurrence $ ,000 Each occurrence AND PRODUCTS LIABILITY INCL. To $ ,000 Aggregate $ ,000 Aggregate OWNERS' OR CONTRACTORS' INCL. From $ ,000 Each occurrence $ ,000 Each occurrence PROTECTIVE LIABILITY To $ ,000 Aggregate COMPREHENSIVE CAG 895028 /.: FrorrlRj2�+.ihr.5 $ 100,000 Each person $ 255000 Each occurrence AUTOMOBILE To 2/1, /8 $ 30OX0 Each occurrence LIABILITY OTHER: From To UMBRELLA From To $ ,000,000 Single Limit MULTI -PERIL From Each occurrence To $ ,000 Aggregate WORKMEN'S From COMPENSATION-STATUTORY-STATES) COMPENSATION To Employers' Liability — $ In the event of cancellation of these policies written notice will be mailed to then ihLs r�" te�j¢sp ssumed by reason of any failure to do so. (� M' DATE: SSPTOOM 19 1975 BY AUTHORIZED REPRESENTATIVE F.- L-604. R-. 1-Z3 'This is to dlextik to INSURANCE COMPANY OF NORTH AMERICA AND PACIFIC ALOYERS GROUP OF INSURANCE COPANIES CERTIFICATE OF INSURANCE (This Certificate of Insurance neither affirmatively nor negatively amends, extends or alters the coverage, limits, terms or conditions of the policies it certificates_I COMPANY CODES ,EFG FC.'ITy OF SAN JWW CAPISTRANO � ❑2 ALLIED INSURANCE CO. 32900 PASNO ADRLi1til1O 3❑ PACIFIC EMPLOYERS INDEMNITY CO. SPIN JWIX CAPISTRANO, CALIFORNIA 92675 ❑5 PACIFIC EMPLOYERS INSURANCE CO. LATTHZCITY CLSRIC J ❑9 INSURANCE COMPANY OF NORTH AMERICA that the following described policy or policies, issued by The Company as coded below, providing insurance only for hozards checked by " V below, have been issued to: Name and Address CONSOLIDRTSD CONSTRUCTION CORPORATION AND ROBERT N. ZOXLLHRR of Insured— 770 NORTH (OLIN, SDI= C, OR7 WRIT CAIJ"PXM 92668 covering in accordance with the terms thereof, at the following location(s): TYPE OF POLICY HAZARDS CO. CODE POLICY NUMBER POLICY PERIOD LIMITS OF LIABILITY la) Standard Workmen's Statutory W. C. Compensation & ❑ ❑ $ One Accident and Employers' Liability Aggregate Disease (b) General Liability Premises --Operations (including "In- F7❑ cidental Contracts" as defined below) $ Each Person r Elevators ❑ ❑ S❑ Accident c Independent Contractors ❑ ❑ $ Each 1❑ Occurrence Completed Operations/Products ❑ ❑ Contractual, (Specific type as de- ❑ ❑ $ Aggregate --Completed scribed in footnote below) _ Ope((rations/Products Premises - Operations, (Including J❑ Accident "Incidental Contracts" as defined ❑ ❑ $ Each �❑ Occurrence °i below) E Elevators ❑ Elri $ Aggregate—Prem./Oyer. It Independent Contractors ❑ ❑ $ Aggregate—Protective a o° Completed Operations/Products ❑ ❑ $ Aggregate --Completed a Contractual, (Specific type as de- ❑ ❑ Operations/Products scribed in footnote below) $ Aggregate --Contractual (D) Automobile Liability Owned Automobiles ❑ ❑ $ Each Person .� Hired Automobiles1:1 S❑ Accident ( $ Each m Non -owned Automobiles ❑ ❑ l) ❑ Occurrence ) 4ato,Owned Automobiles ❑ ❑ S❑ Accident oq Hired Automobiles ❑ ❑ $ Each O ❑ Occurrence It Non -owned Automobiles (d)C9 XCD 9099Y-- 2/1/75/70 *1,0U0,0U0.OV CATASTROP136 LIABILITY POLICY kV/ay/i3 til Contractual Footnote: Subject to all the policy terms applicable, specific contractual liability coverage is provided as respects ❑ a contract ( ❑ purchase order agreements / ❑ all contracts (check applicable blocks) between the Insured and: Name of Other Party: Dated (if applicable): No. (if Description (or Job): Definitions: "Incidental contract" means any written (1) lease of premises (2) easement agreement, except in connection with construction or demolition operations on or adjacent to a railroad, (3) undertaking to indemnify a municipality required by municipal ordinance, except in connection with work for the municipality, (4) sidetrack agreement, or (5) elevator maintenance agreement. It is the intention of the company that in the event of cancelaticn of the policy or policies by the company, ten (10) days' written notice of such?a ('ngq;V (riCil"llee tne9y cancelation will be given to you at the address stated above. - �',' LC.1389a 200M 469 PTo.iBu.S.A. Authorized Representative 2. INS'JRED'S COPY • OERTIFICATE OF NAMED CONSOLIDATED CONSTRUCTION CORPORATION "SORE° Ill" INSURANCE ROBERT We ZOELLNERNN IME COMe1NY pESW'Me\W, TV ul 770 NORTH larA, SUITE S\OC[INEUEANCECAN1r.NY INEENN GALLED ENE COMNNYI. COMPANY ORANGE, CALIFORNIA 92668 INDUSTRIAL INDMWITY HOME OFFICE SAN FRANCISCO :ERHFICATE x SSUED TO ► e CITY OF SAN JUAN CAPISTRANO The Company designated above has issued coverage effeo 32400 PASEO ADELANTO live as of the dates and for the periods and limits specified below and subject to all terms, conditions, provisions, E.clusions and SAN JURN CAPISTRANO, CALIFORNIA 92675 limitations of the described Binders or Policies whether shown by endorsement or otherwise. Any requirements or provisions pv..� Al SCITY CLERK in any contract or agreement between the Insured and any other person, firm or corporation will not be construed as enlarging, altering or amending the definition of Insured or any other terms roto or conditions of this certificate or the policy designated. KIND OF INSURANCE POLICY NUMBER POLICY PERIOD LIMITS OF LIABILITY COMPENSATION CN733-8927 EFF 2/20/7 STATUTORY CALIFORNIA COMPENSATION --- WORKMEN'S COMPENSATION {XP EMPLOYER'5 LIABILITY - - - $2,000,000 PER OCCURRENCE LIABILITY EACH PERSON EACH OCCURRENCE BODILY INJURY LIABILITY --- AUTOMOBILE - $ $ - EACH OCCURRENCE AGGREGATE BODILY INJURY LIABILITY --- ... EXCEPT AUTOMOBILE > EFF $ $ EACH OCCURRENCE PROPERTY DAMAGE LIABILITY.. - AUTOMOBILE EXP $ - EACH OCCURRENCE AGGREGATE PROPERTY DAMAGE LIABILITY EXCEPT AUTOMOBILE $ $ AUTOMOBILE PHYSICAL DAMAGE COMPREHENSIVE EFF $ FIRE, LIGHTNING &TRANSPORTATION > $ THEP (BROAD FORM) EXP $ COLLISION OR UPSET ACTUAL CASH VALUELESS $ DEDUCTIBLE COMPREHENSIVE, CATASTROPHE EFF $ 0 SINGLE UNIT OF LIABILITY EACH OCCURRENCE- ANNUALUAL AGGREGATE FOR PRODUCTS HAZARD - EXCESS OF UNDER - LIABILITY EXP LYING INSURANCE LISTED IN POLICY NUMBER INDICATED. colo Effective any loss under Automobile Physical Damage Coverage is payable as interests may appear to the Named Insured and the Uenholder named below In accordance with Loss Payable Endorsement on reverse side. LIENHOIDER e As respects the following described outomobllels): YEAR I TRADE NAME BODY TYPE AND MODEL SERIAL NUMBER DESCRIPTION AND LOCATION OF OPERATIONS - (This certificate of lesVYOMe nefther affinnotively or rEegatively ornends, extends or afters the coverage afforded by the herein.l hw STATE OF CALIFORNIA This policy shall not be canceled nor reduced in coverage until after days written notice of such cancellation or reduction in coverage shall have been mailed to this certificate holder. Certified this 19TH -day of SEPTEKBER 19 75 Producer ORANGE COUNTY INSURANCE AGENCY Orange County InV+rme Ageney I X091 RIO 12/741 1 By Act t Awn (AINO VIN80iIM) - - 1 378VAVd sso131180Womv - pa4m1pw Aagwnu .bled exp In !rod o apow AgaJay s! tuawasJapua cly! sly (3aauonpo Soy 19PIOH-UGIT pias alit paPIAOJd, oaploH-uaq 4q! 94 P'.Od aq 1104s UUNwald pauJoaun ayi -Aalod ny[;o udµolJaoum )d. AIuana ayJ ul -Auodwm ay; Aq JaploH-uall alit Ot uaA16 uaaq anoy )109% 60ij + 'pabuo110un ul-wal .O.lod sly. 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AgaJay LUCAS 0114 t-ql @6owop Jo "sol y,ns )o a ; ,lou; 1 .,gyp ayf LAI 'aslm.aHlo J0 33bob4JoW Jo Jopu0/1 10u0141Pu01 so AU,ndnJ sy u. lot Aluo JaploH-..ally @HI n4 so A,110d slit Japun @19011 oq I I)T t.0 .,J.o- ," yi 'uoAmUj )o o ossa„w 'Jap-ualg aql pa11Jayou. aJay7 'sub,%,o pu" loH m lsap-yPm aU4 uodn @J..R1 s!H1'Ap.dmd pagnw -"ul JDI]O Aun .. A 0'j[ 11 'y emlypeo ayf uo patmlpul JaploH-ualj apt Jo 4sa.lul aH4 o; 1+adea+ yqM (AINO VIN80iIM) - - 1 378VAVd sso131180Womv 16 Ter#ifirtt#r of 3miuraurr THIS IS TO CERTIFY that the company indicated by an "x' has issued the policy or policies described below. The insurance afforded is only with respect to the coverages indicated by specific limits of liability and this certificate of Insurance neither affirmatively nor negatively amends, extends nor alters the coverage afforded by any policy described herein. E6LTHE OHIO CASUALTY INSURANCE COMPANY ❑ WEST AMERICAN INSURANCE COMPANY ❑ AMERICAN FIRE AND CASUALTY COMPANY CERTIFICATE ISSUED TO NAMED INSURED and ADDRESS NAME and ADDRESS CONSOLIDATED CONSTRUCTION CORP. FITY OF SAN JUAN CAPISTRANO ROBERT W. ZOELLNER 32400 PASEO ADELANTO 770 NORTH MAIN, SUITE C SAN JUAN CAPISTRANO, CALIFORNIA ORANGE, CALIFORNIA 92668 92675 L LTN:CITY CLERK DESCRIPTION OF OPERATIONS LOCATION OF OPERATIONS BUILDING CONTRACTOR STATE OF CALIFORNIA KIND OF POLICY POLICY LIMITS 01 LIABILITY INSURANCE NUMBER PERIOD BODILY INJURY PROPERTY DAMAGE COMPREHENSIVE CAG 895028 From 2/1/75 $ 500 ,000 Each occurrence $ 100,000 Each occurrence GENERAL To 2/1/78 $ 500 ,000 Aggregate $ 2 00,000 Aggregate LIABILITY MANUFACTURERS' AND From $ ,000 Each occurrence $ ,000 Each occurrence CONTRACTORS' LIABILITY INCL. To $ ,000 Aggregate OWNERS', LANDLORDS' From $ ,000 Each occurrence $ ,000 Each occurrence AND TENANTS' LIABILITY To $ ,000 Aggregate CONTRACTUAL INCL. From $ ,000 Each occurrence $ ,000 Each occurrence LIABILITY To $ ,000 Aggregate COMPLETED OPERATIONS From $ ,000 Each occurrence $ ,000 Each occurrence AND PRODUCTS LIABILITY INCL. To $ ,000 Aggregate $ ,000 Aggregate OWNERS' OR CONTRACTORS' INCL. From $ ,000 Each occurrence $ ,000 Each occurrence PROTECTIVE LIABILITY To $ ,000 Aggregate COMPREHENSIVE CAG 895028 From 2/1/75 $ 100 ,000 Each person $ 25.000 Each occurrence AUTOMOBILE To 2/1/78 $ 300,000 Each occurrence LIABILITY OTHER: From To UMBRELLA From To $ ,000,000 Single Limit MULTI -PERIL From Each occurrence To $ ,000 Aggregate WORKMEN'S From COMPENSATION-STATUTORY-STATE(S) COMPENSATION To Employers' Liability — $ In the event of cancellation of these policies written notice will be mailed to the, by reason of any failure to do so. h`" DATE: SEPTEMBER 19 1975 BY 0X & Farm L 604. Rev. 1 �73 • j •CERTIFICATE �F dAME° CONSOLIDATED CONSTRUCTION CORPORATION CONSOLIDATED INSURED ' INSURANCE cOefualia W. ZOELLNERIN F COMPANYOENON1EEp, 770 NORTH MAIN, SUITE C STOCK INSURANCE COMPANY CE COMPANY N MOTION CALLED THE COMPANY), COMPANY ORANGE, CALIFORNIA 92668 INDUSTRIAL INDEMNITY HOME OFFICE SAN FRANCISCO SSUEDATE TCITY OF SAN JUAN CAPISA SSUED TO 0.� TRNO The Company designated above hoz issued coverage eRec- 32400 PASEO ADELANTO live as of the dotes and for the periods and limits specified below and subject to all terms, conditions, provisions, exclusions red SAN JUAN CAPISTRANO, CALIFORNIA 92675 limitations of the described Binders or Policies whether shown by endorsement or otherwise. Any requirements or provisions ATTN :CITY CLERK in any contract or agreement between the Insured and any other person, firm or corporation will not be construed as enlarging, altering or amending the definition of insured or any other terms rola or conditions of this certificate or the policy designated. KIND OF INSURANCE POLICY NUMBER POLICY PERIOD LIMITS OF LIABILITY COMPENSATION CN733-8927 EFF 2/20/7 STATUTORY CALIFORNIACOMPENSATION - - WORKMEN'S COMPENSATION EXP 76 EMPLOYER'S LIABILITY - - - $2,000,000 PER OCCURRENCE LIABILITY EACH PERSON EACH OCCURRENCE BODILY INJURY LIABILITY --- AUTOMOBILE $ $ EACH OCCURRENCE AGGREGATE BODILY INJURY LIABILITY --- EXCEPT AUTOMOBILE > EFF $ $ EACH OCCURRENCE PROPERTY DAMAGE LIABILITY - -- AUTOMOBILE EXP $ EACH OCCURRENCE AGGREGATE PROPERTY DAMAGE LIABILITY EXCEPT AUTOMOBILE $ $ AUTOMOBILE PHYSICAL DAMAGE COMPREHENSIVE EFF $ FIRE, LIGHTNING & TRANSPORTATION > $ - THEFT (BROAD FORM) EXP $ COLLISION OR UPSET ACTUAL CASH VALUELESS $ DEDUCTIBLE COMPREHENSIVE, CATASTROPHE EFF 8 O SINGLE LIMIT LIABILITY EACH OCCURRENCE- ANNUALUALAGGREGATE FOR PRODUCTS - CTS HAZARD - EXCESS OF UNDER LIABILITY EXP LYING INSURANCE LISTED IN POLICY NUMBER INDICATED. TOLD Effective any loss under Automobile Physical Damage Coverage is payable as interests may appear to The Named Insured and the Lenholder named below in accordance with Loss Payable Endorsement on reverse side LIENHOLDER As respects the following described outamobdelsi YEAR I TRADE NAME BODY TYPE AND MODEL SERIAL NUMBER AND LOCATION OF OPERATIONS - IThb certificate of insurance neither affirmatively or negatively amends, estends or alters the coverage afforded by the Policy described herein.) hW STATE OF CALIFORNIA This policy shall not be canceled nor reduced in coverage until after days written notice of such cancellation or reduction in coverage shall have been mailed to this certificate holder. 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(A1NO VINHOd17V:)4 - - 318VAVd ssm niamolnV INSURANCE COMPANY OF NORTH AMERICA AND PACIFICOPLOYERS GROUP OF INSURANCE APANIES CERTIFICATE OF INSURANCE (This Certificate of Insurance neither affirmatively nor negatively amends, extends or alters the coverage, limits, terms or conditions of the policies it certificates. Zhis is to (dertifg to CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CALIFORNIA 92675 COMPANY CODES [TALLIED INSURANCE CO. PEG 9 PACIFIC EMPLOYERS INDEMNITY CO. I _ 50 PACIFIC EMPLOYERS INSURANCE CO. LHTTN:CITY CLERK _J 121 INSURANCE COMPANY OF NORTH AMERICA that the following described policy or policies, issued by The Company as coded below, providing insurance only for hazards checked by "X" below, have been issued to: Name and Address CONSOLIDATED CONSTRUCTION CORPORATION AND ROBERT W. ZOELLNER of Insured— 770 NORTH MAIN, SUITE C, ORANGE, CALIFORNIA 92668 covering in accordance with the terms thereof, at the following location(s): TYPE OF POLICY HAZARDS CO. CODE POLICY NUMBER POLICY PERIOD LIMITS Of LIABILITY (a) Standard Workmen's Dated (if applicable): Contract No. (if any): _ Description (or Job): Statutory W. C. Compensation & ❑ ❑ b municipal ordinar,�e, except in connection with work for the municipality, (4) sidetrack agreement, or (5) elevator maintenance ag $ One Accident and Employers' Liability policy or policies by the company, ten (10) days' written notice of such cancelation will be given to you at the address stated above. - Aggregate Disease (b) General Liability Premises— ­Operations (including "In- ❑ ❑ cidental Contracts" as defined below) $ Each Person 3 Elevators 1:1 El)❑ Accident Independent Contractors ❑ ❑ $ Each 1❑ Occurrence o Completed Operations/Products m ❑ ❑ Contractual, (Specific type as de- ❑❑ $ Aggregate --Completed scribed in footnote below) J Operations/Products _ Premises - Operations, (Including S❑ Accident "Incidental Contracts" as defined $ Each ❑ below) 1:1 El Occurrence E Elevators ❑ ❑ $ Aggregate—Prem./Oper. Independent Contractors ❑ ❑ $ Aggregate—Protective o Completed Operations/Products ❑ ❑ $ Aggregate --Completed Operations/Products Contractual, (Specific type as de- ❑ ❑ scribed in footnote below) $ Aggregate—Contractual (c) Automobile Liability❑ Owned Automobiles ❑ $ Each Person o= Hired Automobiles Accident m c ❑ ❑ $ Each ) (❑ Occurrence Non -owned Automobiles �v Owned Automobiles ❑ ❑ ❑ S Accident aHired Automobiles ❑ ❑ $ Each )❑ Occurrence n0 Nornowned Automobiles Ell (d)CONTRACTORS' 9 XCD 90991 2/1/7 5/78 $1,000,000.­1707— , ,CATASTROPHE CATASTROPHELIABILITY POLICY 1. ORIGINAL Contractual Footnote: Subject to all the policy terms applicable, specific contractual liability coverage is provided as respects ❑ a contract / ❑ purchase order agreements / ❑ all contracts (check applicable blocks) between the Insured and: Name of Other Party: Dated (if applicable): Contract No. (if any): _ Description (or Job): Definitions: "Incidental contract" means any written (1) lease of premises (2) easement agreement, qq��wwe t in connection with co strucIt or demolition operations on or adjacent to a railroad, (3) undertaking to indemnify a manicipality�rt quire b municipal ordinar,�e, except in connection with work for the municipality, (4) sidetrack agreement, or (5) elevator maintenance ag Orange Cou y'iasurance Agency It is the intention of the company that in the event of cancelation of the policy or policies by the company, ten (10) days' written notice of such cancelation will be given to you at the address stated above. - Authorize sentative LC -1389a 200M 469 PTp. IN U.S.A. 1. ORIGINAL METAL BUILDING SYSTEMS 0 CONSOLIDATED GENERAL CONTRACTORS • CONCRETE TILT SYSTEMS CONSTRUCTION CORPORATION SUITE C, 770 NO. MAIN ST. • ORANGE, CALIF. 92668 • (714) 639-3310 September 29, 1975 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Re: Public Works Vehicle Storage Building Gentlemen: STATE LICENSE #268586 Enclosed are the signed documents for the subject contract. Sincerely, CONSOLIDATED CONSTRUCTION CORPORATION Robert W. Zoellner President RWZ:vi METAL BUILDING SYSTEMS i CONSOLIDATED � F v GENERAL CONTRACTORS • CONCRETE TILT SYSTEMS/A/ �/.1✓/ ! / CONSTRUCTION CORPORATION SUITE C, 770 NO. MAIN ST. • ORANGE, CALIF. 92668 • (714) 639-3310 • STATE LICENSE #268586 August 1, 1975 M -- FT, City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California Attention: James K. Weathers, Mayor Honorable Mayor: It is our understanding that consideration to award the Vehicle Storage Building bid on July 25, 1975, will be on the agenda at your regular meeting on August 6, 1975. We have been informed that there were a few minor irregularities on the three bids received. In as much as we were the low bidder we respectfully request that you waive these minor irregularities to serve the best interests of the City and consider our low bid. "The City Council reserves the right to reject any and all bids received and to compare the relative mertis 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." I am sure after investigation you will find that Consolidated will best serve the interest of the City. Bid rejections, and re -advertising for bids costs money, also delays the project about six weeks. Continued on Page Two Nl �\ x C ( A li 1 • i August 1, 1975 City of San Juan Capistrano Page Two We will be present at your meeting and will be more than happy to answer any questions you may have relative to our low bid. We thank you for your consideration and look forward to working with you on this project. Sincerely, CONSOLIDATED CONSTRUCTION CORPORATION Robert W. Zoellner President cc: Yvon 0. Heckscher, Councilman Douglas B. Nash, Councilman Roy L. Byrnes, Councilman John B. Sweeney, Councilman William Murphy, City Engineer I V, DR; a l rI/NG TRA .3 NO, _/� TO: ,,'IT TAL RECORDW VARCO- PRUDE- i,,I �1 DIViSON OF AI.'.CA INTERNATIONAL CORP. JY. I MAILING REQUEST BY DATE (DATE REQ D. f,iAILED ANCHOR BOLT LAYOUT FOR CONSTRUCTION FHEET N0, I OF ERECTION DRAWINGS FOR CONSTRUCTION f SHEET NO'S. I THRU L ERECTION DRAWINGSf D ref q .z S' _I S SHEET NO'S. 1 THRU ET) 9-Z6E V, TO DE INCLUDED WITH MAIL REQUEST REMARKS 500 FACADE ERECTION GUIDE INSULATED PANEL GUIDE OUTSET GIRT DETAILS INSET GIRT DETAILS MISC. DETAILS CHECK FRINT REQUEST REQ'D CO:.'P. ANCHOR BOLT LAYOUT___ SHEET NO. I OF RETURN TO: ERECTION DRAWINGS__ SHEET NO'S I THRU RETURN TO: SHOP DETAIL DRAWINGS __SHEET NO'S I THRU RETURN TO: SHOP PRINT REQUEST REQ'0 I CO:.;P. DETAIL DRAWINGS TO SHOP SHEET NO'S I THRU ADDITION N0._ TO SHOP SHFFT NO'S I THRU TRUCK PRINTS AND LOADING LIST SIIFFT NO'S I THRtf Pvbltc .Worlds ^^Ate -/c S40ea9c ld/N9 ?y SP2Cl7fC0.�/ONf f N✓Qu.IM9S /VA/YlE ADD.2ESS TEL. N0. j N0. CYS' /�.� �H„-��c,-,w✓ C'o- �s9�,-� �F s,�s„�, sir 9c67o SHusRL/rC Sr <2/3) Crsiti '�sA_ Gjy�1�. 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S /� SiQiwJG 3 9067 0 S Z s— '0,7 USL �6k 2c -77C)-C- Al. Moiq �' f�39'-S736 yip Liz. AI /L/lI/N6rsw/ � v Xjw 9 dMgS Et C3 Q000/ N NOTICE OF TRANSh1 i"'L - LEGAL PUBLICATIONS • To: DAILY SUN -POST San Clemente FOR PUBLICATION ON: TUESDAY. AUGUST 12. 1975 DOCU -INT (S) TO L'C PUDLISIUID: NOTICE IPNVITING _,IDS - 3/22/75, 11:0`0 A.M. "PUBLIC WORKS 'VEIICLE STORAGE UILDI:iTG" PROOF or ru BLICATION: Please send to: Officc of the City Clerk City 11x11 32400 Pasco Ad,llanto San Juan Ca str. �, Ca. 92675 + (/_ AUTIIORI7.CD BY:� ----------------����ff CCCCCC City - C l e r DATE its/7,5 . delivered Datc.Igxn;p-to paper S/S/75 ' Date proofed Uate published Date affidavit received Cost t PROOF OF PUBLIC60N (2015.6 C.C.P.) RECEIVED STATE OF CALIFORNIA, AuG 13 1 5 County of Orange City of San Clemente CITY SAN JL CAPISTf 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 Daily published...................................................................... .................................... 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, 1060, 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:....... Aug.. 12 all in the year 19.....7 5 I certify (or declare) under penalty of perjury that the foregoing is true and correct. Dated at San Clemente, California, this 1 2-- day of ......?1$........._.........._......;...., 19.7.5...... .................................. ign..2 . a SAY CLEMENTE PUBLISHING CORP. 1542 North El Camino Real - P.O. Box 367 San Clemente. Calif. 92672 - Phone 7141392-5121 This apace 41the County Clerk's Filing Stamp 5� PM 975 F AN ANO Proof of Publication of .. N,4...Inv4-ti ug...ZIA&........_..... ................ ....... Public Works Vehicle Storage Bldg. ..................................................... . r prevailing rate for legal holiday and over-time work N the locality in which said work is to +. be performed for each craft classification or type of work- � man needed to execute the el contract contract for said work which contract will be awarded to the 32400 PASEO AOELANTO successful bidder. The general prevailing rates so determined SAN JUAN CAPISTRANO. CALIFORNIA 9267: are as hereinafter provided. Wages for trades not .PHONE 493-1171 specifically listed, and wages to j be paid for overtime and holiday work shall be not less than the prevailing rates in Orange County. Resolution No. 7557-3 adopted by the City Council of the City of San Juan Capistrano sets forth in detail August 8 1975 said prevailing rates and other g > information. 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. Copies of the Plans and Specifications for use in Pat bids may be obtained Mr. Robert W. Zoellner at the office of the City Clerk, President San Juan Capistrano, at the Consolidated Construction Corporation address shown above. One set of 770-C North Main Street Plans and Specifications is available for each General Orange, California 92668 Contractor proposing to submit a bid for said work. A charge in Re: Public Works Vehicle Storage` thea ountisofreq 'red nofor n- obtaining each set of Plans and Dear Mr. Zoellner: Specifications. Each Bidder shall state the At their meeting of August 6, 1975, California f such bidder der so took action to reject all bids for the above- Number s such bidder ac- and bidding, as no bid will be ac- and authorized the City Engineer to re-advert cepted from a Contractor who copy of the Notice to be published Tuesday, A has not been licensed in ac- cordance with the provisions of enclosed for your information. the laws of the State of California relating to the Enclosed also is the Bid Proposal s licensing of Contractors. company for the bid opening conducted on July This Notice is hereby given and published by order of the City Council of the City of San Very truly yo Juan Capistrano, and is dated this 8th day of August, 1975 (s) Mary A. Hanover L L'1 CITY CLERK CITY OF SAN JUAN CAPISTRANO (MRS)IARY AN ORANGE•COUNTY CITY CLERK CALIFORNIA Published it %the San Clement* MH/m Daily Sun-Po t, San, Clement; Enclosures California- ust12,1975 _ _ _- CERTIFIED MAIL - RETURN RECEIPT REQUESTED cc: City Engineer h 32400 PASEO ADELANTO- i SAN JUAN CAPISTRANO. CALIFORNIA 92675 , PHONE 493-I17t� August 8, 1975 Mr. George R. Umble, President C. and I. Construction Company, Inc. 820 South Grand Avenue Santa Ana, California 92705 Re: Public Works Vehicle Storage Shed Dear Mr. Umble: At their meeting of August 6, 1975, the City Council took action to reject all bids for the above-mentioned project, and authorized the City Engineer to re -advertise for bids. A copy of the, Notice to be published Tuesday, August 12, 1975, is enclosed for your information. Enclosed also is the Bid Proposal submitted by your company for the bid opening conducted on July 25, 1975. Very truly yours, i (MRS) MARY ANN HANOVER CITY CLERK MH/m Enclosures CERTIFIED MAIL - RETURN RECEIPT REQUESTED cc: City Engineer ff t i 32400 PASEO AD EI.ANTO ' SAN JUAN CAPISTRANO, CALIFORNIA 92675 i PHONE 493-1171 August 8, 1975 Mr. Thomas H. Burke T. J. Construction Company 20251 Colonial Circle Huntington Beach, California 92646 Re: Public Works Vehicle Storage Shed Dear Mr. Burke: At their meeting of August 6, 1975, the City Council took action to reject all bids for the above-mentioned project, and authorized the City Engineer to re -advertise for bids. A copy of the Notice to be published Tuesday, August 12, 1975, is enclosed for your information. Enclosed also is the Bid Proposal submitted by your company for the bid opening conducted on July 25, 1975. Very truly yours, (MRS) MARY ANN HANOVER CITY CLERI{ MIi/m Enclosures CERTIFIED MAIL - RETURN RECEIPT REQUESTED cc: City Engineer E • VARCO = PRUDEN DIVISION OF DOMBRICO, INC. STRUCTURAL CALCULATIONS FOR BUILDER VARCO PRUDEN CUSTOMER CONSOLIDATED CONSTRUCTION "C" JOB NO. 48310 TABLE OF CONTENTS SECTION Roof framing layout A Fluted steel sheeting design B Secondary framing design C Special member design D Rigid frame design E Endwall design F Longitudinal wind design G The computer analysis and design included in these calculations is the specific result of a program developed for solid web rigid frames and is based on classical virtual work concepts. All input data and programming information have been established for the particular dimensions and loadings required by this job and the resulting frame design herein noted is therefore applicable only to this specific project. VARCO PRUDEN METAL BUILDING DATE: §SEPTEMBER 25, 1975 SYSTEMS JOB NO.48310 FOR: CONSOLIDATED CONSTRUCTION AT: SAN JAUN CAPRISTRANO, CA Gentlemen: This letter certifies that the above mentioned Varco-Prudes, Building System has been designed based on provisions of the latest editions of the AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings," AISI "Specification for the De- sign of Cold -Formed Steel Structural Members," American Welding Society Code for Arch and Gas Welding, The Metal Building Manufact- urers Association "Recommended Design Practices Manual," and the Uniform Building Code. The structural integrity of 'the framing system and components fabri- cated by Varco-Pruden has been checked by the undersigned Professional Engineer. Varco-Pruden has been issued a Certificate of Approval Number 636 by the Board of Building and Safety Commissioners of the City of Los Angeles as an approved Fabricator of Structural Steel. Varco-Pruden has been issued License No. 256149, Classifications B-1, SC -43, and SC -51 for General Building, Sheet Metal, and Structural Steel by the State of California Contractors License Board. This letter of certification does not apply to the design of the building foundation and other on-site appurtenances nor to unauthor- ized modifications to the framing system provided. Specifications, Data and Dimension Charts, and Calculations are attached. Very truly yours, Robert S. Hockstra Professional Engineer California PE#25602 667-tfQS) ep l0/4/£fib 530 SO. TEGNER ROAO/TURLOCK, CALIF 95380/TEL. 12091 6348518 A DIVISION OF AMCA INTERNATIONAL CORPORATION ENG INChIt11'ZG IDATA DCSIC*,N SUMMARY "- - — JoIJ No.: 463io to: Size _ 25 x loo x 16 (v`i(i>(Sw) 4.24-�5 _�_Prcllc,red by: JAS _�-- I,oeding: Nit" Roof hitch _ t.12 1,ra!lting: RF. Sheeting: 26 GA Purlins & Cave Purlins:U�5l �.s2 IV cA S%mP! -E I-AvP Y L1 Iti 95'LIt.vA. - Gilts: Qi 14"..-•t1 Space San Ga. Space San ~ Ga. cz,-4" 20 lb Q -I-4" 251 _ Ito L 13 Framed Openings: jamb _ Location Support Girt jamb Header ( x x ) �.i x o NDlo,; All framing members/girts less than i_0' in length Use: 8. 5Z or C 16 ga.UN --- - - ---------- Canopies: - - — --- Endwall: PE B 5crc shctT +or soecko' -1 _ Cnrr'.r 9cbi' Arr0. HgGm cr.� � i . ! t t - Bracing: Notes -F•i— B 0 0 O oz A u u u '' LCA• i��� O u tii�� 9 Q O �1 • Y Orr pOwF �Ve.r �..�.�i) YYY j qT • 'aJ y ^ u • J • v 9.. '� 9 Y C r 0 '• 9: <. r' Y u ° � Z 0 t t I ASO Y •' � °^• � � � °A . p,ui 6 N L 9 • •A v� C a e c e • C Y — ` � p r O Y n Y O y• C C C .W V w 9 ,^ v G e O O r •• L' u -' a [ c' i i wL• t t '� Ca p ^ T t• _ v L F C U C C • t • r v' �• V 9 <J y • L 9 1^ V f <a <.uo L > L Y .; La° p O F �• V = w J M O ^ :;Y -VARCO_- PR_UDEN- - DIVISION OF AMCA INTERNATIONAL CORP.- - -- BUILDER `1P SHEET NO. Al PROJECT CONsowyN-rK0 ' G� DESIGNER JRS SUBJECT Ido F ERlt -PL&NDATE q-2N=1s — - - -- — JOB NO. 92>310 _ k. , SEE CO rE aiNEGT OF ��TAI L1NCf RIovE OPEN sioc- A�� Rovo qz"� VARCO-PRUDErd '•"•". •' ',' DIVISION Of DOMORICO, INC. - - IIU1LDER SHEET NO. III OF I PROJECT DESIGNER JAS SUBJECT Sheeting Design-_ __ ____- __ _ _ DATE 9 -z4 - IS -. - - ; ----; - — - - - JOB NO.-�]g310 1 . • LOAD CHART FOR PANEL RIB Basis: 1) New configuration 2)' Fy= 42 ksi, Fb= 25,200 psi !, 3) E= 29,500,000 psi 4) -maximum,deflection = L/180 ' ! 5) 6) 26 gage Tx = o.o419.in4 ; - 7) Sx = 0.0451 in3 (Top of rib in cocipression) '., Sx = 0.0493 in3 (Top of rib in tension) 3'-O" 3'-3" 3'-6" 3'-9" 4'-0" 4'-3" 41_611 4'-91' 5,-011 i>ple, Bending 84 71 61 53 47 41 37 34 29 Simple, Deflection 135 107 85 .69 56 47 40 34 29 Span, Bending' 115. 98 85 ..73 65 .. 56. 51... 45 41 ,3 -Span, Deflection 256 201 160-.130 107.- - 89 75 64 54 k -Span, �:Span, Bending 107..- . 91 .. - . 79 _ 69 60 .. ... 53 . 47 42 38 Deflection 272 213 171 138 •114 95 80' 68 58 I_. Bending Deflection , Simple v = 2 FbSx " v = 384 (E) (Ix) (12) =3 5 L3 (180) (1728) 3 -Span v =• FbSx '.V.= 12 E) (Ix 0.100) (12) (L2) (0-0069) (180) (1728) 4 -Span v FbSx v 12 E (Ix 0.1071) (12) (L2) 0.0065 (L3) (180) (1728) Y 2 VARCO-PnUDEN" CONTINUOUS 4 SPAN CONTINUOUS DIVISION OF DOMORICO, INC. BUILDER --- --- --- -- -- -- ---- -- -SHEET N0. G1 OF 3_— ---- 13Ga 16Ga 15Ga PROJECT --- ---- - - ------- -: - --- - - DESIGNER -- SUBJECT DcS1GN - -, - - -- -- - DATE ci--Ly--IS — - --- ksi --- ' - _ FF -----....JOB NO. 4b310 ---'---�---- Fb 30 SPAN 'zO- INT. DL + LL = 2 14 A. ZO 2. 22 6 TRIG. WIDTH = 5 W (Act.) = 22'b �Y 11016/ W p USE: 8.5 `�, Ib slraplE @ 5'-o MAX. W. Allow. 1056/ > 1101614 oK. FLANGE STAYS ARE REQUIRED AT: PURLINS: STD GIR'TS: Ib/tr• Vfp�T (Eme. ` 0,wu 112 55161k+ USE 8.S 'r 16 GA. EAtive mums -- ----- SPAN 2 SPAN CONTINUOUS 4 SPAN CONTINUOUS SIMPLE PURLIN BAY16Ga 15Ga 14Ga 13Ga 16Ga 15Ga 14Ga 13Ga 16Ga 15Ga 14Ga 13Ga INT. 16Ga 16Ga 16Ga 16Ga W p W 16 W A W 4 BAY 18 245 278 312 378 242 276 321 369 130 135 147 152 166 171 200 207 19 220 249 280 339 210 240 271 330 11L- 115 132 129 149 145 180 176 20 198 224 253 305 185 211 238 290 105)) 98 119 111 134 125 162 151 21 177 201 226 273 189 213 239 268 95 85 108 96 121 108--14-7-130 22 161 3.83 206 249 168 192 216 244 87 74 98 83 111 94 134 113 23 148 167 188 228 149 171 194 224 79 65 90 73 101 82 122 99 24 136 154 173 209 134 153 174 202 73 57 82 64 93 72 112 87 25 125 142 159 193 121 138 156 178 67 50 76 56 86 64 lo4 77 26 116 131 147 178 120 135 152 174 62 45 70 50 79 56 96 68 27 107 122 137 165 110 125 14o 160 57 4o 65 45 73 50 89 61 28 100 113 127 154 101 115 129 142 53 36 60 4o 68 45 82 55 29 93 105 119 144 93 lob 120 128 50 32 56 36 63 41 77 49 30 85 97 109 132 85 97 no 116 46 29. 53 32 59 37 72 44 VARCD-PRUDEN DIVISION OF DOM©RICO, INC. BUILDER SHEET NO. CZ OF 3 PROJECT DESIGNER -iAS SUBJECT 6ri r -T pa,; -Ie IQ DATE 9-Zy --1S „ J013 NO. 4 E�3lo Fb = 30 ksi x 1.33 40 ksi SPAN = 25 ti Wl (Act.) = 201b/f+s< 6.2A- m416/44- W2 416/4+W2 (Act.) = 20tb/AZX y,3`i- 811b W.L. = 20°6'4y TRIB. WIDTH = 1D.2'4 — 4.34A Wl USE: 8.5113 GA. SPANS: 25' ELEV. -1'_4° W2 USE: 8.511b GA. SPANS: 261 '-4" ELEV. ' ZI1 -I'-4" W1 (Allow.) = 132)161 > IZy 16/4 s W2 (Allow.) = gU16/ 7 81 ALLOWABLE LOAD CHART (#/Ft) 8.516 8.515 8.514 8.513 6PA�A 16 219 248 280 338 18 173 196 221 267 19 157 177 200 241 20 14o 15 179 216 21 127 1 162 --1-96- 22 116 131 148 179 23 106 120 135 163 24 9 110 124 25 Ago 101 114 138 26 83 94 106 128 27 77 87 98 118 28 71 81 91 110 29 66 75 85 103 30 62 70 79 96 31. 58 66 74 90 32 54 62 70 84 VARC®-PRUDEN DIVISION OF DOMBRICO, INC. BUILDER SHEETNO.C.-3 OF 3 PROJECT t Q DESIGNER 14S SUBJECT SSWIP4F D L � AGE BUIL U_��e� iON _ ke I ES DATE Q -2N -"1 J YlaLD e.T�1~NCTTH LIGHT GAGE= �k51 � BUILT Up.= 42�''� JOB NO. 9E3310 Section Properties . 8.5 Light Gage Z Shapes Section Lip An le Theoretical r Lip Derth Thick Un) Radius of Bend Gaon Full I Arca tIn12 Eft Sx inl3 Full S>: (1n13 Full Ix (1n)4 I Rx int Full I Sy 1in13 Full Iy In`4 ry inl 8.5216 45 0.61" 0.060 0.3125 16 0.65 2.11 2.13 9.05 3.26 0.38 1.09 1.13 8.5215 45 0.G6" 0.067 0.3125 15 0.96 2.39 2.39 10.17 3.26 0.43 1.27 1.15 8. SZ14 45 0.71" 0.075 0.3125 14 1.0^ 2.69 2.69 11.44 3.26, 0,50 1.48 1.17 8.5213 45 0.79" 0.090 0.3125 13 1.30 3.25 3.25 13.81 3.25 0.62 1.87 1.20 8.57.12 45 0.8G"� 0.105 0.2125 12 1.53 3.81 3.81 16.18 3.25 0.75 2.29 1.22 8. SZ11 45 0.93" 0.12" 0.3125 11 1.76 4.37 4.37 18.56 3.25 0.88 2.75 1.25 8.5" - Light Gage C Shapes - s - - ee Lip Anal Theoretical Lip enth Thick r. Radius of Bend a e Full Arca it n`2 Eff Sx In13 Full I Sx (In) Full Ix In 4 Rx In Full Sy 10 Full I Iy In)4 ry In 8.SC36 90 0.54" 0.060 0.0938 16 0.83 2.03 2.11 8.95 3.25 0.33 0.62 0.86 8.5015 90 0.58" 0.067 0.0936 15 0.93 2.34 2.36 10.02 3.25 0.38 0.71 0.86 8.5C14 90 0.62" 0.095 0.0938 14 1.07 2.64 2.64 11.24 3.25 0.43 0.80 0.87 B.SC13 90 0.70" 0.090 0.0938 0 13 1.2? 3.18 3.16 13.52 3.24 0.53 0.99 0.60 8.5,^.12 90 0.71" 0.105 0.1875 12 1,43 3.61 3.61 15.33 3.22 0.59 1.1 0.86 8.5011 90 0.77" 0.120 0.18)5 11 _ 1.77 4.12 4.12 17, S1 3.21 0.69 1,28 0.87 13 2.56 6.36 0.69 S.70 1.82 27.04 6.36 3.24 3.07 1.23 1.0 12 2.95 7.22 0.74 10,14 2.12 30.66 7.22 3.22 3.44 1.38 1.0 it 3.40 I 8.24 0.77 11.60 2.42 35.02_ 8.24 3.21 4.06 1.62 1.0 Section Properties Endwall Rake Beams 3- Plate Built-up Sections Flange Web Wit Area Qa Qa -8x- rx ry ryt 3/16 x 5 3/16 x 8 1/8 11.6 3.39 1.0 0.97 "9.59 3.46 1.07 1.28 1/4 x 6 3/16 x 8 15.3 4.50 1.0 0.98 13.69 3.62 1.41 1.60 5/16 x 6 3/16 x 7 7/8 17.8 5.22 1.0 0.99 16.59 3.67 1.46 1.62 5/16 x 8 3/16 x 7 7/8 22.0 6.47 1.0 0.99 21.52 3.75 2.02 2.02 3/8 x 8 3/16 x 7 3/4 25.4 7.45 1.0 0.99 25.02 3.77 2.07 2.22 1/2 x 8 3/16 x 7 1/2 32.0 9.40 1.0 1.0 31.70 3.78 2.12 2.24 Section Properties Endwall Endpost/Corner Post 3 -Plata Built-up Sections Flarge Web wt/ it bk.pr/ft Area Qs Qa S. rx ry ryt 3/16 x 5 3/16 x 8 1/8 11.6 1.89 3.39 1.0 0.97 9.59 3.46- 1.07 1.28 1/l. x 6 ' 3/16 x 8 15.3 2.58 4.50 1.0 , 0.98 13.89 3.62 1.41 1.60 1/4 x 6 3/16 x 10 1/2 16.9 2.95 4.96 1.0 0.91 19.05 4.59 1.34 1.56 IA x 6 3/16 x 11 1/2 17.5 3.09 5.15 1.0 0.68 21.22 4.96 1.32 1.55 1/4 x 6 3/16 x 13 1/2 18.8 3.38 5.53 1.0 0.82 25.75 5.07 1.27 1.53 5/16 x 6 3/16 x 13 3/8 21.3 - 3.68 6.25 LO 0.85 30.43 5.83 1.34 1.56 3/8 x 6 3/16 x 13 1/4 23.8 3.97 6.98 1.0' 0.87 35.03 5.92 1.39 1.59 5/16 x 8 3/16 x 13 3/8 25.5 4.26 7.50 1.0 0.87 38.80 6.01 1.88 2.13 3/8 x 8 3/16 x 13 1/4 28.9 4.66 8.48 1.0 0:69 44.98 6.09 1.94 2.16 1/2 x 8 3/16 x 13 35.5 5.61 10.41 1.0 0.92 56.99 6.18 2.02 2.20 -"''- - -_- 6•S 5G Gage Section Properties .- ;: 'Full Section Properties .- Gage Area SxEFF Q Wt/Ft Ix ` .Bk.P./Ft Sx rx Iy By ry - -. 16 1.70 A.OG_ O.SS S.80 1.24 17.90 4.22 3.24 1.87 0.75 1.05 - 15 1.90 -4.68 0.62 6.52 1.34 20.04 4.72 3.24 2.15 0.86 1.06 _ 14 2.14 5.28- 0.65 7.24 1.51 22.48 5.28 3.24 2.45 0.98 1.07 13 2.56 6.36 0.69 S.70 1.82 27.04 6.36 3.24 3.07 1.23 1.0 12 2.95 7.22 0.74 10,14 2.12 30.66 7.22 3.22 3.44 1.38 1.0 it 3.40 I 8.24 0.77 11.60 2.42 35.02_ 8.24 3.21 4.06 1.62 1.0 Section Properties Endwall Rake Beams 3- Plate Built-up Sections Flange Web Wit Area Qa Qa -8x- rx ry ryt 3/16 x 5 3/16 x 8 1/8 11.6 3.39 1.0 0.97 "9.59 3.46 1.07 1.28 1/4 x 6 3/16 x 8 15.3 4.50 1.0 0.98 13.69 3.62 1.41 1.60 5/16 x 6 3/16 x 7 7/8 17.8 5.22 1.0 0.99 16.59 3.67 1.46 1.62 5/16 x 8 3/16 x 7 7/8 22.0 6.47 1.0 0.99 21.52 3.75 2.02 2.02 3/8 x 8 3/16 x 7 3/4 25.4 7.45 1.0 0.99 25.02 3.77 2.07 2.22 1/2 x 8 3/16 x 7 1/2 32.0 9.40 1.0 1.0 31.70 3.78 2.12 2.24 Section Properties Endwall Endpost/Corner Post 3 -Plata Built-up Sections Flarge Web wt/ it bk.pr/ft Area Qs Qa S. rx ry ryt 3/16 x 5 3/16 x 8 1/8 11.6 1.89 3.39 1.0 0.97 9.59 3.46- 1.07 1.28 1/l. x 6 ' 3/16 x 8 15.3 2.58 4.50 1.0 , 0.98 13.89 3.62 1.41 1.60 1/4 x 6 3/16 x 10 1/2 16.9 2.95 4.96 1.0 0.91 19.05 4.59 1.34 1.56 IA x 6 3/16 x 11 1/2 17.5 3.09 5.15 1.0 0.68 21.22 4.96 1.32 1.55 1/4 x 6 3/16 x 13 1/2 18.8 3.38 5.53 1.0 0.82 25.75 5.07 1.27 1.53 5/16 x 6 3/16 x 13 3/8 21.3 - 3.68 6.25 LO 0.85 30.43 5.83 1.34 1.56 3/8 x 6 3/16 x 13 1/4 23.8 3.97 6.98 1.0' 0.87 35.03 5.92 1.39 1.59 5/16 x 8 3/16 x 13 3/8 25.5 4.26 7.50 1.0 0.87 38.80 6.01 1.88 2.13 3/8 x 8 3/16 x 13 1/4 28.9 4.66 8.48 1.0 0:69 44.98 6.09 1.94 2.16 1/2 x 8 3/16 x 13 35.5 5.61 10.41 1.0 0.92 56.99 6.18 2.02 2.20 `�( 7 l bL./ DESIGN czgANUAL Label LCI LC2 LC3 LC4 DL LL WL SPAN SW. HT. RP BS PD GD BASE KD SDI SD2 RD ST. COL. SECT 1 2 TAP COL HL RB 1 RB2 YIELD STRESS LS IFLEX SWSUP PRSD GRSD JWD GIRT SIZE CRT SHEET SPACING CRT FRAME SPACING CRT FLANGE BRACE Item SLOSSARY FOR 31CiJ Fi(Ak:;" COMP"TER ANALY"11.i 'I i Load Combination 1 Load Combination 2 Load Combination 3 Load Combination 4 Dead Load Live Load Wind Load Overall building width Nominal eave height Roof Pitch Bay Spacing Purlin Depth Girt Depth ` Depth at base of column Depth at knee across column & Haunch Depth at end of haunch Depth at end of RBI nearest ridge Depth at ridge of frame Length of Straight column section Flange width x flange thickness x web thickness Tapered Column section Haunch length Rafter Beam No. 1 length Rafter Bepm No. 2 section Minimum yield point of steel Printout code Input Code Sidewall Supported Code Purlin Selection Code Girt Selection Code Window height Code Depth and gage Spacing along sheet line Spacing along frame line Length of flange brace Units psf psf psf feet- feet feet inches inches inches inches inches inches inches feet. inches feet feet Kai feet-inc`ies feet-inc'.ies feet -inches f I DESIGN MANUA LABEL PURLIN SIZE PUR SH SPACE PUR FR SPACE PUR FL BRACE TK SQFT LTNFT RFWT 10M PALL BASE PLATE SIZE VALL NOBLT SIZE SECT SIZE DAV AEFF RX RY D/BT DSECT SX LX KX LY KY KLD/BT LU HA RA AFA P FA AF6 M V==a.-P�vU a 12. 12, r6"ZC. t- - i. GLOSSARY FOR RIGID FHA":; C0;4PC7ER ANALYS ", .' 1 ITEM Death and gage Spacing along sheet line Spacing along frame line Length of Flange brace Material Thickness Square footage Linear footage Frame weight Maximum moment allowed at knee without stiff. Allowable load on base place Depth x width x thickness Allowable shear on Anchor Bolts Number of Anchor Bolts Size of Anchor Bolts No. of section Flange width x thickness x web thickness Average depth Effective area Radius of Gyration X -X Radius of Gyration Y -Y Depth/flange area Depth at section Section Modulus Unbraced length X -X K -factor X -X Unbraced length Y -Y K -factor Y -Y KY times LY times D/BT Unbraced length allowed based on D/bt Horizontal Reaction Vertical Reaction Allowable Axial Stress Axial load Actual Axial Stress Allowable bending stress Moment UNITS feet-inchrs feet -inches feet -inches 16ths sq. ft. feet pounds K -in Kips inches Kips Inches inches inches sq. inches inches inches 1/feet inches inches3 feet feet feet Kips Kips Kai Kips Kai Kai K-inchrs I 6-3 0 CT` �t DESIGN B D1ANU�L 1 GLOSSARY FOR RIGID FRA?:1•.�' L COMPUTER 1"I',!":Iv (3) LAB EL ITEM L'NITS FB Actual bending stress Ks; SLIM PERCENT Combined Stresses ratio to 1 V Shear Kips PERCENT V Ratio of actual to allowable - AREQ Area of diag. stiffener req'd at knee sq. in SIZE REQ Suggested Size inches 0 FDESlGN MINUAL e--4 ADDITION TO "LOSSARY FORf RIGID FR.1 ;E COMPUTITR ANAL7S, S I The following labels will be tound on the first sheet of the computer print out. Label PTLD ISPAN PTL MPT XL YL LOC TY Item Number of concentrated loads input Number of Span in frame Magnitude of concentrated load, + - Inward Magnitude of concentrated moment Horizontal distance to concentrated load (Origin is center of windward column base) Vertical distance to concentrated load Member location of concentrated load 1 - Windward column 2 - Windward Rafter 3 - Leeward Rafter 4 = Leeward Column-------- _ - Type of concentrated load 1 - Vertical Load 2 - Horizontal Load Units Kips K -in ft ft All section numbers greater than 78 are taken at point of application of concentrated loads. Two sections are taken for each different X -Y coordinate point. The smaller section number is taken immediately to the left or below (on column) the point of ap- plication of the concentrated load. The larger section number is taken imediately to the right or above (on column) the point of application. � •i�. � b n t l s i 0<1 0<7 • ♦� U Mf TL QX .. }.. f o h 8 6 o a I 4 • E Y Y x k I o t =Y h I YY d N Y tl UL. tl 4 Y v , 1atL• 9t • • r o <(•,)P c,) •PTB ~ NO V � C S ♦ ^ M yf 1 pa I � f x Ux sl o <(ct)P (s) OPTS - ' • p •. M d i i H yO Y - ALL6 iiY p i O Y - .I SJit ZC • 0 <(ZL) P (S) OPTS - �"� $ ". ♦.� 71 4i.7 4(71) > 0 aid* 6 P Y 1 qQ (` HO • Tta Q A S�oS _ • 70 d9i 6 d(70) > 0 BL•4 S w a(p" �.. • � pnp•• N tl•EHKi �d(69) i. > 0 St" 6 v - Y E O 69 J1tT --f ' A .. M . Y v v � i. NA j ga. u TTfT f —771 I 041 a „ V T1 lb, 11 vrcou I w ua u u I �i�IIII�IiII'�III 'looco IIII 46 O n 0 0 C - I I I o o G I I'I � i � � ➢ � �I ` I I I I I r y � I j{1 I{ ili�llmllwl�l Ji T X I i I I a I(1 NIP N I C. U C. G I C h e m S �n n n 91 n u t f r F 7 U v N µ V C h a I i I II 11 II 11 K D K I I I I I l u r I c P }- 4` r• t I 10. 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