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HomeMy WebLinkAboutC-1266 - Plans & specifications, Newport Center Fire Station constructionPURCHASE ORDER Ay OF NEWPORT BE i 3300 NEWPORT BOULEVARD :, NEWPORT BEACH, CALIFORNIA. 92660 PHONE: (714) 673-2110 VENDOR William F. Ficker A.I.A. :554 Newport Center 'hive, Suite 875 `Newport Beach, Calif. 92660 Quip Vn No. 500 0 .l,y� INVOICE IN DUPLICATE THIS ORDER NUMBER MUST APPEAR ON ALL INVOICES, SHIP•. PING NOTICES, BILLS OF LAD - ING, EXPRESS RECEIPTS AND PACKAGES. DELIVERY TICKETS SMALL IN. CLUDE UNIT PRICE.; DATE Jan. 13, 1471 DEPARTMENT City Council QUANTITY DESCRIPTION OF ARTICLES OR SERVICES REQUIRED UNIT PRICE TOTAL Architects fee for Fire Station located on Santa Barbara artlre easterly of Jaml,oree Road 10,322.18 This purchase order replaces purchase order no. 3717 l I �Y r FOR CITY USE ONLY -' IMP 0 R T A N T CITY OF NEWPORT BEACH CODE AMOUNT 27 -2`,p 97 -021 10,322.18 Show as a separate item any retail sales tax, use tax or Federal tax applicable to this purchase._ 1 This order subject to California sales tax. All allowable transportation charges must be prepaid D. W. MEANS and shown as a separate item on the invoice. Do not PURCHASING AGENT include Federal transportation tax. DEPARTMENT COPY PURCHASE ORDER � , No.v�� -7 I !id .`G IN DUPLICATE "_OF NEWPORT BEA� ORDER NUMBER MUST p PPEAR ON ALL INVOICES, SHIP - PIN, r '3300 NEWPORT BOULEVARD. EXPRSS CS or LAND - 'INN, OTI E ES, BRRECEIPTS AND NEWPORT.BEACH, CALIFORNIA.92660 PACKAGES. DELIVERY TICKETS SHALL IN- PHONE: (714) 673.2110 CLUOE UNIT PRICE.. VENDOR r*Wm. P. Ficker DATE July 8, 1970 . Suite 875 -55C Newport Center Drive Newport Beach, Calif. 92660 DEPART MSNT City Council QUANTITY -" DESCRIPTION OF ARTICLES OR SERVICES REQUIRED UNIT PRICE TOTAL, Architect's Fee for Fire Station Located on Santa Barbara 10,560.87 Drive Easterly of Jamboree Road As Per Agreement Revised Estimate per Letter Dated June 25, 1970 90 `41" $311,167.UO = 29,560.87 Less Payment 4/16/70 : 950.00 Less Payment 5/14/70 - 3,694.60' Less Payment.7 /1/70 - 40,918.E Balance Due 13,997.67 Balance on P03U69 - 3,436,80 Addition per Revised Estimate 10,560.81Y FOR CITY USE ONLY I M P O R T A N T CITY OF NEWPORT BEACH CODE AMOUNT 27- 2397 -tit 10,560.87 ' Show as a separate item any retail sales tax, use to or Federal tax applicable to this purchase. This order subject to Caiitomia sales tax. D. W. MEANS ' All allowable tans perrztioa chases m,sr be, prepaid and _h.,1 as a separa ^e ii..a on the icll-s6. Da cot PURCHASING AGENT include Federal transportation tax. DEPARTMENT COPY- x T6,ilHr �f.- Y Y ' F TR A£ ,a 'f ux a�+J y W �!' 5 tai ✓.{ L .. iy � }. cam. x � Y S t � x aF # W �!' 5 tai ✓.{ L .. iy � }. cam. S t � t f x -. :#t +.. SAY -:.- T T � 4 � r t s 2 t X P� h r f - x. 1 CIA OF NEWPORT I ERA 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 PHONE: (714) 673 -2110 VENDOR C .aliia,I s'. Ficia,r 5:; it&. :port Center Drive, Suite 575 _,; art teach, Calif. 926050 Sri I TO INVOICE IN DUPLICATE THIS ORDER NUM BF.R MUST APPEAR ON ALL INVOICES, SHIP- PING NOTICES, BILLS OF LAD- IN M. EXPRESS RECEIPTS AND PACKAGES. DELIVERY TICKETS SHALL IN- CLUDE UNIT PRICE. DATE ;'ar. 2+, 11170 DEPARTMENT City CCUi.C1l QUANTITY DESCRIPTION OF ARTICLES OR SERVICES REQUIRED UNIT PRICE TOTAL I.r e iitcct's gee For Fire Station located on Santa Barbara rive easterly of Ja;,Some toad. +s p r agreef,nt 19,000.00 { i I I I b! l of 2rr) U.D0 JFOR CITY USE ONLY IMPORTANT CODE I AMOUNT CITY OF NEWPORT BEACH VU I,VU Show as a separate item any retail sales tax, use tax or Federal tax applicable to this purchase. This order subject to California sales tax.'-' D. W. MEANS All allowable transportation churges must be prepaid and shown as a separate item on the invoice. Do not PURCHASING AGENT include Federal transportation tax. DEPARTMENT COPY i 0 DATE April 16, 1970 TO: FINANCE DIRECTOR FROM: City Clerk SUBJECT: Contract No. C-1266 E -1 Description of Contract Arrbitectural services for fire station Santa Barbara rrive easterly of . Authorized by Resolution No. 7136 , adopted on 2 -9 -70 Effective date of Contract Contract with William P. Ficker, A.I.A. Address 550 llewport Centex Drive, Suite 675 Newport Beach, CA 92660 Amount of Contract nee page 2 of omtract city Clerk F THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document 8131 Standard Form of Agreement Between Owner and Architect on a basis of a PERCENTAGE OF CONSTRUCTION COST AGREEMENT made this 4tr Hundred and r BETWEEN day of Ir ; City of Newport Beach, California William P. Ficker, A.I.A. in the year of Nineteen the Owner, and the Architect. It is the intention of the Owner to construct a fire station to be located on Santa Barbara Drive easterly of Jamboree Road. hereinafter referred to as the Project. The Owner and the Architect agree as set forth below. AIA DOCUMENT B131 -OWN ER-ARCHITECT AGREEMENT • SEPTEMBER 1966 EDITION • AIA ®. 1 0 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 F 11 I. THE ARCHITECT shall provide professional services for the Project in accordance with the Terms and Conditions of this Agreement. II. THE OWNER shall compensate the Architect, in accordance with the Terms and Conditions of this Agreement, as follows: a. FOR THE ARCHITECT'S BASIC SERVICES, as described in Paragraph 1.1, a Basic Fee computed at the following percentages of the Construction Cost, as defined in Article 3, for portions of the Project to be awarded under 1 A Single Stipulated Sum Contract Nine and one -half per cent (9°£ %) *Maximum. Separate Stipulated Sum Contracts per cent ( %) A Single Cost Plus Fee Contract Separate Cost Plus Fee Contracts per cent ( %) per cent ( %) b. FOR THE ARCHITECT'S ADDITIONAL SERVICES, as described in Paragraph 1.3, a fee computed as follows: Principals' time at the fixed rate of Twenty-five dollars IQ 5.00 ) per hour. For the purposes of this Agreement, the Principals are: William P. Ficker Employees' time computed at a multiple of two and one -half ( 2 -1/2 ) times the employees' Direct Personnel Expense as defined in Article 4. Additional services of professional consultants engaged for the normal structural, me- chanical and electrical engineering services 9xmy1ftk -wk shall be billed at AXXjX;l1j*the amount billed to the Architect for such additional services. c. FOR THE ARCHITECT'S REIMBURSABLE EXPENSES, amounts expended as defined in Article 5. d. THE TIMES AND FURTHER CONDITIONS OF PAYMENT shall be as described in Article 6. * (1) The maximum fee of 9 -1/2% of construction cost shall be reduced in accordance with the fee scale provided in the California Council AIA Document 100 -67 -1, Project Group C, based on the final construction cost for the approved project. (2) Architect's basic services shall include, at no additional cost to City, coordination of the design of the improve- ments with the Irvine Company and obtaining final approval of the plans by the Company. (3) a b. c. For providing detailed cost estimates, to be prepared by the firm of Dingman and Halvorsen, an additional fee of one -third of one percent of the construction cost. For landscape architect services, to be provided by a consultant acceptable to the City, the amount billed to the architect for such services. For interior design, selection of furniture and furnish- ings not included in the construction cost, an additional fee of 9 -1/2% of the estimated cost of such furniture and AIA DOCUMENT 8131 - OWNER - ARCHITECT AGREEMENT - SEPTEMBER 1966 EDITION - AIA @ - © THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 2 i • i TERMS AND CONDITIONS OF AGREEMENT BETWEEN OWNER AND ARCHITECT ARTICLE 1 ARCHITECT'S SERVICES 1.1 BASIC SERVICES The Architect's Basic Services consist of the five phases described below and include normal struc- tural, mechanical and electrical engineering services. SCHEMATIC DESIGN PHASE 1.1.1 The Architect shall consult with the Owner to as- certain the requirements of the Project and shall confirm such requirements to the Owner. 1.1.2 The Architect shall prepare Schematic Design Studies consisting of drawings and other documents illus- trating the scale and relationship of Project components for approval by the Owner. 1.1.3 The Architect shall submit to the Owner a State- ment of Probable Construction Cost based on current area, volume or other unit costs. DESIGN DEVELOPMENT PHASE 1.1.4 The Architect shall prepare from the approved Schematic Design Studies, for approval by the Owner, the Design Development Documents consisting of drawings and other documents to fix and describe the size and character of the entire Project as to structural, mechani- cal and electrical systems, materials and such other essen- tials as may be appropriate. 1.1.5 The Architect shall submit to the Owner a further Statement of Probable Construction Cost. CONSTRUCTION DOCUMENTS PHASE 1.1.6 The Architect shall prepare from the approved De- sign Development Documents, for approval by the Own- er, Working Drawings and Specifications setting forth in detail the requirements for the construction of the entire Project including the necessary bidding information, and shall assist in the preparation of bidding forms, the Con- ditions of the Contract, and the form of Agreement be- tween the Owner and the Contractor. 1.1.7 The Architect shall advise the Owner of any ad- justments to previous Statements of Probable Construction Cost indicated by changes in requirements or general market conditions. 1.1.8 The Architect shall assist the Owner in filing the required documents for the approval of governmental authorities having jurisdiction over the Project. BIDDING OR NEGOTIATION PHASE 1.1.9 The Architect, following the Owner's approval of the Construction Documents and of the latest Statement of Probable Construction Cost, shall assist the Owner in obtaining bids or negotiated proposals, and in awarding and preparing construction contracts. CONSTRUCTION PHASE — ADMINISTRATION OF THE CONSTRUCTION CONTRACT 1.1.10 The Construction Phase will commence with the award of the Construction Contract and will terminate when final payment is made by the Owner to the Con- tractor. 1.1.11 The Architect shall provide Administration of the Construction Contract as set forth in Articles 1 through 14 inclusive of the General Conditions of the Contract for Construction, AIA Document A201, Tenth Edition dated September 1966, and the extent of his duties and respon- sibilities and the limitations of his authority as assigned thereunder shall not be modified without his written consent. 1.1.12 The Architect, as the representative of the Owner during the Construction Phase, shall advise and consult with the Owner and all of the Owner's instructions to the Contractor shall be issued through the Architect. The Architect shall have authority to act on behalf of the Owner to the extent provided in the General Conditions unless otherwise modified in writing. 1.1.13 The Architect shall at all times have access to the Work wherever it is in preparation or progress. 1.1.14 The Architect shall make periodic visits to the site to familiarize himself generally with the progress and quality of the Work and to determine in general if the Work is proceeding in accordance with the Contract Doc- uments. On the basis of his on -site observations as an Architect, he shall endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. The Architect shall not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. The Architect shall not be respon- sible for construction means, methods, techniques, se- quences or procedures, or for safety precautions and programs in connection with the Work, and he shall not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. 1.1.15 Based on such observations at the site and on the Contractor's Applications for Payment, the Architect shall determine the amount owing to the Contractor and shall issue Certificates for Payment in such amounts. The is- suance of a Certificate for Payment shall constitute a rep- resentation by the Architect to the Owner, based on the Architect's observations at the site as provided in Sub- paragraph 1.1.14 and on the data comprising the Appli- cation for Payment, that the Work has progressed to the point indicated; that to the best of the Architect's knowl- edge, information and belief, the quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole upon Substantial Completion, to the results of any subsequent tests required by the Contract Documents, to minor AIA DOCUMENT 8131 • OWNER - ARCHITECT AGREEMENT • SEPTEMBER 1966 EDITION • AIAQ, © THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 i t 0 deviations from the Contract Documents correctable prior to completion, and to any specific qualifications stated in the Certificate for Payment); and that the Con- tractor is entitled to payment in the amount certified. By issuing a Certificate for Payment, the Architect shall not be deemed to represent that he has made any examina- tion to ascertain how and for what purpose the Contrac- tor has used the moneys paid on account of the Contract Sum. 1.1.16 The Architect shall be, in the first instance, the interpreter of the requirements of the Contract Docu- ments and the impartial judge of the performance there- under by both the Owner and Contractor. The Architect shall make decisions on all claims of the Owner or Con- tractor relating to the execution and progress of the Work and on all other matters or questions related thereto. The Architect's decisions in matters relating to artistic effect shall be final if consistent with the intent of the Contract Documents. 1.1.17 The Architect shall have authority to reject Work which does not conform to the Contract Documents. The Architect shall also have authority to require the Contrac- tor to stop the Work whenever in his reasonable opinion it may be necessary for the proper performance of the Contract. The Architect shall not be liable to the Owner for the consequences of any decision made by him in good faith either to exercise or not to exercise his author- ity to stop the Work. 1.1.18 The Architect shall review and approve shop drawings, samples, and other submissions of the Contrac- tor only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents. 1.1.19 The Architect shall prepare Change Orders. 1.1.20 The Architect shall conduct inspections to de- termine the Dates of Substantial Completion and Final Completion, shall receive written guarantees and related documents assembled by the Contractor, and shall issue a final Certificate for Payment. 1.1.21 The Architect shall not be responsible for the acts or omissions of the Contractor, or any Subcontractors, or any of the Contractor's or Subcontractors' agents or employees, or any other persons performing any of the Work. 1.2 PROJECT REPRESENTATION BEYOND BASIC SERVICES 1.2.1 If more extensive representation at the site than is described under Subparagraphs 1.1.10 through 1.1.21 inclusive is required, and if the Owner and Architect agree, the Architect shall provide one or more Full -time Project Representatives to assist the Architect. 1.2.2 Such Full -time Project Representatives shall be selected, employed and directed by the Architect, and the Architect shall be compensated therefor as mutually agreed between the Owner and the Architect as set forth in an exhibit appended to this Agreement. 1.2.3 The duties, responsibilities and limitations of au- thority of such Full -time Project Representatives shall be set forth in an exhibit appended to this Agreement. 1.2.4 Through the on -site observations by Full -time Proj- ect Representatives of the Work in progress, the Architect shall endeavor to provide further protection for the 0 Owner against defects in the Work, but the furnishing of such project representation shall not make the Architect responsible for the Contractor's failure to perform the Work in accordance with the Contract Documents. 1.3 ADDITIONAL SERVICES ** The following services are not covered in Paragraphs 1.1 or 1.2. If any of these Additional Services are authorized by the Owner, they shall be paid for by the Owner as hereinbefore provided. 1.3.1 Providing special analyses of the Owner's needs, and programming the requirements of the Project. 1.3.2 Providing financial feasibility or other special studies. 1.3.3 Providing planning surveys, site evaluations, or comparative studies of prospective sites. 1.3.4 Making measured drawings of existing construc- tion when required for planning additions or alterations thereto. 1.3.6 Preparing Change Orders and supporting data where the change in the Basic Fee resulting from the ad- justed Contract Sum is not commensurate with the Archi- tect's services required. 1.3.7 Preparing documents for alternate bids requested by the Owner. 1.3.9 Providing consultation concerning replacement of any Work damaged by fire or other cause during construc- tion, and furnishing professional services of the type set forth in Paragraph 1.1 as may be required in connection with the replacement of such Work. 1.3.10 Providing professional services made necessary by the default of the Contractor in the performance of the Construction Contract. 1.3 .11 Providing Contract Administration and observa- tion of construction after the Contract Time has been ex- ceeded by more than twenty per cent through no fault of the Architect. 1.3.12 Furnishing the Owner a set of reproducible rec- ord prints of drawings showing significant changes made during the construction process, based on marked up prints, drawings and other data furnished by the Contrac- tor to the Architect. 1.3.13 Providing services after final payment to the Contractor. 1.3.15 Providing services as an expert witness in con- nection with any public hearing, arbitration proceeding, or the proceedings of a court of record. 1.3.16 Providing services for planning tenant or rental spaces. AIA DOCUMENT B131 • OWNER- ARCHITECT AGREEMENT • SEPTEMBER 1966 EDITION • AIA ®. © THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 4 i 0 ARTICLE 2 THE OWNER'S RESPONSIBILITIES 2.1 The Owner shall provide full information regarding his requirements for the Project. 2.2 The Owner shall designate, when necessary, a rep- resentative authorized to act in his behalf with respect to the Project. The Owner or his representative shall exam- ine documents submitted by the Architect and shall render decisions pertaining thereto promptly, to avoid unreasonable delay in the progress of the Architect's work. 2.3 The Owner shall furnish a certified land survey of the site giving, as applicable, grades and lines of streets, alleys, pavements and adjoining property; rights of way, restrictions, easements, encroachments, zoning, deed re- strictions, boundaries and contours of the site; locations, dimensions and complete data pertaining to existing buildings, other improvements and trees; and full infor- mation concerning available service and utility lines both public and private. 2.4 The Owner shall furnish the services of a soils en- gineer, when such services are deemed necessary by the Architect, including reports, test borings, test pits, soil bearing values and other necessary operations for determining subsoil conditions. 2.5 The Owner shall furnish structural, mechanical, chemical and other laboratory tests, inspections and re- ports as required by law or the Contract Documents. 2.6 The Owner shall furnish such legal, accounting and insurance counselling services as may be necessary for the Project, and such auditing services as he may require to ascertain how or for what purposes the Contractor has used the moneys paid to him under the Construction Contract. 2.7 The services, information, surveys and reports re- quired by Paragraphs 2.3 through 2.6 inclusive shall be furnished at the Owner's expense, and the Architect shall be entitled to rely upon the accuracy thereof. 2.8 If the Owner observes or otherwise becomes aware of any fault or defect in the Project or non - conformance with the Contract Documents, he shall give prompt writ- ten notice thereof to the Architect. 2.9 The Owner shall furnish information required of him as expeditiously as necessary for the orderly progress of the Work. ARTICLE 3 CONSTRUCTION COST 3.1 Construction Cost to be used as a basis for deter- mining the Architect's Fee for all Work designed or speci- fied by the Architect, including labor, materials, equip- ment and furnishings, shall be determined as follows, with precedence in the order listed: 0 3.1.1 For completed construction, the total cost of all such Work; 3.1.2 For work not constructed, the lowest bona fide bid received from a qualified bidder for any or all of such work; or 3.1.3 For work for which bids are not received, (1) the latest Detailed Cost Estimate, or (2) the Architect's latest Statement of Probable Construction Cost. 3.2 Construction Cost does not include the fees of the Architect and consultants, the cost of the land, rights -of- way, or other costs which are the responsibility of the Owner as provided in Paragraphs 2.3 through 2.6 inclu- sive. 3.3 Labor furnished by the Owner for the Project shall be included in the Construction Cost at current market rates. Materials and equipment furnished by the Owner shall be included at current market prices, except that used materials and equipment shall be included as if purchased new for the Project. 3.4 Statements of Probable Construction Cost and De- tailed Cost Estimates prepared by the Architect represent his best judgment as a design professional familiar with the construction industry. It is recognized, however, that neither the Architect nor the Owner has any control over the cost of labor, materials or equipment, over the con- tractors' methods of determining bid prices, or over com- petitive bidding or market conditions. Accordingly, the Architect cannot and does not guarantee that bids will not vary from any Statement of Probable Construction Cost or other cost estimate prepared by him. 3.5 When a fixed limit of Construction Cost is estab- lished as a condition of this Agreement, it shall include a bidding contingency of ten per cent unless another amount is agreed upon in writing. When such a fixed limit is established, the Architect shall be permitted to deter- mine what materials, equipment, component systems and types of construction are to be included in the Contract Documents, and to make reasonable adjustments in the scope of the Project to bring it within the fixed limit. The Architect may also include in the Contract Documents alternate bids to adjust the Construction Cost to the fixed limit. 3.5.1 If the lowest bona fide bid, the Detailed Cost Esti- mate or the Statement of Probable Construction Cost ex- ceeds such fixed limit of Construction Cost (including the bidding contingency) established as a condition of this Agreement, the Owner shall (1) give written approval of an increase in such fixed limit, (2) authorize rebidding the Project within a reasonable time, or (3) cooperate in revising the Project scope and quality as required to re- duce the Probable Construction Cost. In the case of (3) the Architect, without additional charge, shall modify the Drawings and Specifications as necessary to bring the Construction Cost within the fixed limit. The providing of this service shall be the limit of the Architect's responsi- bility in this regard, and having done so, the Architect shall be entitled to his fees in accordance with this Agreement. AIA DOCUMENT 8131 • OWNER- ARCHITECT AGREEMENT • SEPTEMBER 1966 EDITION • AIA® © THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 LA I 0 ARTICLE 4 DIRECT PERSONNEL EXPENSE 4.1 Direct Personnel Expense of employees engaged on the Project includes architects, engineers, designers, job captains, draftsmen, specification writers and typists, in consultation, research and design, in producing Drawings, Specifications and other documents pertaining to the Project, and in services during construction at the site. 4.2 Direct Personnel Expense includes cost of salaries and of mandatory and customary benefits such as statu- tory employee benefits, insurance, sick leave, holidays and vacations, pensions and similar benefits. ARTICLE 5 REIMBURSABLE EXPENSES 5.1 Reimbursable Expenses are in addition to the Fees for Basic and Additional Services and include actual ex- penditures made by the Architect, his employees, or his consultants in the interest of the Project for the following incidental expenses listed in the following Subparagraphs: 5.1.1 Expense of transportation and living when travel- ing in connection with the Project for other than reg- ular trips from the office to the site, and for long distance calls and telegrams. 5.1.2 Expense of reproductions, postage and handling of Drawings and Specifications, excluding copies for Archi- tect's office use and duplicate sets at each phase for the Owner's review and approval; and fees paid for securing approval of authorities having jurisdiction over the Project. 5.1.3 If authorized in advance by the Owner, the ex- pense of overtime work requiring higher than regular rates; perspectives or models for the Owner's use; and fees of special consultants for other than the normal struc- tural, mechanical and electrical engineering services. ARTICLE 6 PAYMENTS TO THE ARCHITECT 6.1 Payments on account of the Architect's Basic Serv- ices shall be made as follows: 6.1.1 An initial payment of five per cent of the Basic Fee calculated upon an agreed estimated cost of the Project, payable upon execution of this Agreement, is the minimum payment under this Agreement. 6.1.2 Subsequent payments shall be made monthly in proportion to services performed to increase the compen- sation for Basic Services to the following percentages of the Basic Fee at the completion of each phase of the Work: Schematic Design Phase ......... 15% Design Development Phase ...... 35% Construction Documents Phase .... 75% Bidding or Negotiation Phase ..... 80% Construction Phase .............. 1000/6 0 6.2 Payments for Additional Services of the Architect as defined in Paragraph 1.3, and for Reimbursable Expenses as defined in Article 5, shall be made monthly upon presentation of the Architect's statement of services ren- dered. 6.3 No deductions shall be made from the Architect's compensation on account of penalty, liquidated dam- ages, or other sums withheld from payments to con- tractors. 6.4 If the Project is suspended for more than three months or abandoned in whole or in part, the Architect shall be paid his Fees for Services performed prior to re- ceipt of written notice from the Owner of such suspen- sion or abandonment, together with Reimbursable Ex- penses then due and all terminal expenses resulting from such suspension or abandonment. ARTICLE 7 ARCHITECT'S ACCOUNTING RECORDS Records of the Architect's Direct Personnel, Consultant and Reimbursable Expenses pertaining to the Project, and records of accounts between the Owner and the Con- tractor, shall be kept on a generally recognized accounting basis and shall be available to the Owner or his author- ized representative at mutually convenient times. ARTICLE 8 TERMINATION OF AGREEMENT This Agreement may be terminated by either party upon seven days' written notice should the other party fail substantially to perform in accordance with its terms through no fault of the other. In the event of termination due to the fault of others than the Architect, the Archi- tect shall be paid his Fees for Services performed to ter- mination date, including Reimbursable Expenses then due and all terminal expenses. ARTICLE 9 OWNERSHIP OF DOCUMENTS Drawings and Specifications as instruments of service are and shall remain the property of the Architect whether the Project for which they are made is executed or not. They are not to be used by the Owner on other projects or extensions to this Project except by agreement in writ- ing and with appropriate compensation to the Architect. AIA DOCUMENT B131 • OWNER- ARCHITECT AGREEMENT • SEPTEMBER 1966 EDITION • AIA® © THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 i 0 ARTICLE 10 SUCCESSORS AND ASSIGNS The Owner and the Architect each binds himself, his partners, successors, assigns and legal representatives to the other party to this Agreement and to the partners, successors, assigns and legal representatives of such other party with respect to all covenants of this Agreement. Neither the Owner nor the Architect shall assign, sublet or transfer his interest in this Agreement without the written consent of the other. ARTICLE 11 ARBITRATION 11.1 All claims, disputes and other matters in question arising out of, or relating to, this Agreement or the breach thereof shall be decided by arbitration in accord- ance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining. This agreement so to arbitrate shall be specifically enforceable under the prevailing arbitration law. 11.2 Notice of the demand for arbitration shall be filed in writing with the other party to this Agreement and with the American Arbitration Association. The demand shall be made within a reasonable time after the claim, *ARTICLE 12 0 dispute or other matter in question has arisen. In no event shall the demand for arbitration be made after institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. 11.3 The award rendered by the arbitrators shall be final, and judgment may be entered upon it in any court having jurisdiction thereof. A ARTICLE 12 EXTENT OF AGREEMENT This Agreement represents the entire and integrated agreement between the Owner and the Architect and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both Owner and Architect. ARTICLE 13 APPLICABLE LAW Unless otherwise specified, this Agreement shall be gov- erned by the law of the principal place of business of the Architect. Review of Cost Estimates and Modification of Plans The following provision shall supersede any inconsistent provision located elsewhere in this agreement. Owner and architect will review the construction cost estimates at the following phases of the project and architect will obtain owner's approval before proceeding with further architectural work: (a) End of schematic design phase (b) End of design development phase (c) End of construction document preparation phase If the bid price for construction of the improvements exceeds the final cost estimate by 10% or more the architect, without additional charge, shall modify the drawings and specifications as necessary to bring the construction costs within the limit of the final cost estimate. * *ARTTC.I F 1 1.3 ADDITIONAL SERVICES 1.3.17 Revision of documents previously approved by the Client. AIA DOCUMENT 8131 • OWNER - ARCHITECT AGREEMENT • SEPTEMBER 1966 EDITION - .AIA © THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20DD6 7 E This Agreement executed the day and year first written above. William F. Fiicckeer,,, A. Z /.A. OWNER City of Newport Beach ARCHITECT Architect's Registration No. C -2961 ATTES3'ir. ity Clerk" AIA DOCUMENT 8131 • OWNER - ARCHITECT AGREEMENT . SEPTEMBER 1966 EDITION .AIA® © THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 city Yeavary 119 1970 1*;vV&*U.AZ 10-4"d [a,# Dili F.V0, v A M- . . I I Si p Ili' Enclosed are 'two a*wctAvd ac%des of the Ardhitectual Servioas AVmmnt with William P. Fidaer to constzma a fire Station to be located on Santa Babam Ik1w easterly of Jamboree Road for trw=dttal, to Mr- rickar. The original is on file in my office. cc: fus Chief I RESOLUTION NO. 7136 A R::Si;LUTIGN OF THE CITY.. COUNCIL OF THE CITY CF NEWi-UXT BEACH: AUTHORIZING THE EXj,,-UTION OF AN AGREEMENT.BSTWEEN THE "CITY OF DiLW16RT BEACH AND WILLIAM P. 1�TCEBR, AIA, FOR ARC.°II'PECTURAL SERVICES IN CONNECTION WITH THL PROPOSED NEWPORT CENTLik FIRE'.STATION WHEREAS, there has been presented to the City Council of the City of Newport Beach a certain agreement between the City of Newport Beach and William F. Ficker, AIA, for archi- teccurai services in connection with the construction of a fire station to be located on Santa Barbara ,hive easterly of Jamboree Road (Newport Center Fire Station); and WHEREAS, the City Council has considered the terms and conditions of said agreement and found them to be fair and equitable; NOW, THEREFORE, BE IT RESOLVED that said agreement for the architectural services above described is approved, and the *Xayor and City Clerk are hereby authorized and directed to execute the same on behalf of the City of Newport Beach. AikfTED this 9th day of February, 1970. Mayor AITEbT: ' City C erk THS : eg 2/4/70 rf r ti .r rf:. n b ` ro yy •-b 4 � Y y tv4 VA .r rf:. Y y tv4 .r rf:. e �i3� �0 J l Lid Cy L (-'I -1Y C:= 1 :1.'1 0" i u:ACH CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER TO: MAYOR AND CITY COUNCIL FROM: City Manager 0 February 9, 1970 Agenda No. F -1 SUBJECT: ARCHITECTURAL SERVICES AGRENNNIENT WITH WILLIAM P. FICKER, A.I.A., FOR DESIGN OF THE NEWPORT CENTER FIRE STATION RECOMENDATION: It is recommended that the Council adopt a resolution authorizing execution of an agreement between the City and William P. Ficker, A.I.A., for architectural services in connection with the proposed Newport Center Fire Station. DISCUSSION: At the January 19, 1970, meeting of the City Council the staff was directed to prepare an agreement with William P. Ficker for the design of the Newport Center Headquarters Fire Station. The standard A.I.A. agreement has been modified in accordance with the terms for the agreement discussed with the City Council at the January 19 meeting, and is satisfactory to both William P. Ficker and the staff. The fire station site purchase agreement between the City and The Irvine Company is still undergoing some minor refinements. However, as it is anticipated that a purchase agreement will be ready for execution within thirty days, the minor discrepancies to be resolved are not significant enough to warrant a delay in the execution of the architectural services agreement. Moving ahead with the agreement to design the fire station at this time will enable the staff to begin to further define the scope of the project with the architect. Execution of the architectural services agreement is therefore recommended at this time. HARVEY L. HURLBURT HLH:JPD:sr TO: City Clerk DATE: February 5, 1970 FROM: City Attorney SUBJECT : Resolution authorizine the execution of an agreement between City and William P. Ficker - for architectural services in connection with the proposed Newport , Center fire station Forwarded are copies of a resolution is connection with the above subject. It is understood that this matter has been placed on the Council agenda for the meeting of February 9, 1970. TFILLH city: 4torney�. TRR:eg Att. cc: City Manager Public Works Director Fire Chief h _ �? vY �.. CITY QF. NEWi'Q$T RED: J Department .l TO: City Clerk DATE: February 5, 1970 FROM: City Attorney SUBJECT : Resolution authorizine the execution of an agreement between City and William P. Ficker - for architectural services in connection with the proposed Newport , Center fire station Forwarded are copies of a resolution is connection with the above subject. It is understood that this matter has been placed on the Council agenda for the meeting of February 9, 1970. TFILLH city: 4torney�. TRR:eg Att. cc: City Manager Public Works Director Fire Chief Quit � ; j/_ l / /L�,IG�j}/ /�v �'� !/!/r� / RTC ✓7a' -� ``� - . By ;,o C;Ty COUNCIL January 19, 1970 CITY OF NEWPORT BEACH Study Session Item 3 TO: CITY COUNCIL FROM: Ad Hoc Fire Station Architect Selection Committee SUBJECT: RETENTION OF ARCHITECT FOR DESIGN OF NEWPORT CENTER HEADQUARTERS FIRE STATION RECOMMENDATION: It is recommended that the City Council: 1) authorize the engagement of William P. Ficker to provide architectural services for the headquarters fire station to be constructed in the vicinity of Jamboree Road and Santa Barbara Drive; and 2) direct the staff to prepare an archi- tectural services agreement with Mr. Ficker for this project in accordance with the terms of the standard A.I.A. contract, with amendments to cover the additional expense of detailed cost estimating by the firm of Halvorsen and Dingman and landscaping consulting services to be provided by the firm of Lang and Wood. DISCUSSION: The Committee extended an invitation to ten Newport Beach architec- tural firms who had expressed interest in submitting letters of proposal for the design of the Newport Center fire station. Eight of these firms responded with letters of proposal and were each personally interviewed by the Committee on January 9, 1970. It was a difficult task for the Committee to select one of these as the firm most appropriate to design the station, as without exception each was well qualified to render this service. However, the Committee has determined that the size and qualifications of the firm of William P. Ficker and Associates best meets the needs and desires of the City for the headquarters fire station at this time. The Committee also concurs with Mr. Ficker's recommendation to include as a part of the City's contract with his firm the retention of Halvorsen and Dingman to provide detailed cost estimating during each of the separate phases of the project in order to provide the City with more accurate information for budgeting purposes and a better means of evaluating the construction bids. In addition, the Committee agrees that Mr. Ficker should - 2 - coordinate and subcontract for the landscaping design with the firm of Lang and Wood. These services will add slightly, but not significantly, to the total architectural services contract fee. Several references were cm tacted to confirm the Committee's feeling about Mr. Ficker's capability of providing the necessary architectural services for this project. The responses indicate that Mr. Picker and the associate who would assist him on this project, Mr. Paul Ruffing, are very consciencious, establish good rapport with their clients, are very cooperative, render excellent designs and pay a great deal of attention to the detail of their structures. With this additional assurance the committee strongly recamnends that Mr. Ficker's services be retained and that the Council direct the staff to prepare an archi- tectural services agreement for the fire station facility. JPD:sr Respectfully submitted, ROBERT SHELTON E. F. HIRTH R- 706/ a �Gc CITY OF NEWPORT BEACH •`NCO 8 1969 OFFICE OF THE CITY MANAGER By +he CITY COUNCIL CITY OF NEWPORT BEACH TO: MAYOR AND CITY COUNCIL FROM: City Manager September 8, 1969 3 SUBJECT: PROPOSED FIRE STATION SITE LOCATED IN VICINITY OF JAMBOREE ROAD AND SANTA BARBARA AVENUE REC044ENDATION: It is recommended that the City Council accept the appraisal report submitted by Mr. Cedric A. White Jr., M.A.I. and the appraised value of the fire station site at $146,400, and adopt a resolution on the acquisition of the fire station property which authorizes and directs the City Attorney to commence eminent domain action to acquire the subject property. DISCUSSION: At the May 26 Council meeting the proposed future fire station site to be located in the vicinity of Jamboree Road and Santa Barbara Avenue was reviewed with the City Council. At that meeting the City Council took action to authorize the retention of the services of Mr. Cedric A. White Jr., to conduct a formal appraisal of the sub- ject site. His appraisal is now complete and the appraised value of the fully improved 1.2 net acres of land at the subject location is $146,400. During the review of the 1969 -70 Capital Improvement budget, it was antici- pated that the City would be able to acquire a fire station site at the intersection of Jamboree and Palisades, prepare plans and specifications for that site, and construct this training center facility during the current fiscal year. However, unforeseen com- plications will likely preclude the acquisition of this site until at least the latter part of fiscal year 1969 -70. Even if this site is acquired this year, time will not allow for the construction of the training center facility during fiscal 1969 -70. While of equal importance, it was not anticipated during the budget review process that funds would be available to acquire the Newport Center fire headquarters site until fiscal year 1970 -71. Due to the delay of the Jamboree and Palisades project however, funds will now be available to move ahead with the Jamboree and Santa Barbara site acquisition. By postponing the acquisition of the Jamboree and Palisades site and the construction of this facility, $450,000 of Building Excise Tax funds are now available for the Jamboree and Santa Barbara project. It is anticipated that this project will cost an estimated total of $446,400 -- $146,400 for the site, $25,000 for the prepara- tion of architectural plans and specifications and approximately $275,000 for the con- struction of this headquarters facility. Assuming the entire project could be com- pleted during fiscal year 1969 -70, there would be a surplus in the fund at the end of the year of over $20,000 after expenditure of monies for other Building Excise Tax com- mitments as set forth in the Capital Improvement budget for the current fiscal year. While it is premature to consider the retention of an architect for the subject site and the construction of the fire headquarters facility at this time, it i. EA Page -2- • is opportune to move ahead with the acquisition of the property. A budget amendment has been prepared which will make available $146,400 out of the $350,000 of monies previously set aside for the construction of the Jamboree and Palisades station in order that the Jamboree and Santa Barbara site can be acquired during this fiscal year. A resolution has been prepared which will provide for the acquisition of this fire station site and authorize and direct the City Attorney to commence eminent domain action to acquire the property from The Irvine Company in the immediate future. City Council action to proceed accordingly is recommended at this time. An exhibit depicting the subject site will be on display in the Council Chambers for review on Monday. HARVEY L. HURLBURT By JAMES P. DeCHAINE JPD:mm Assistant City Manager CC: City Attorney City Clerk Finance Director Fire Chief 0 • RESOLUTION NO. %0 G/ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH FINDING AND DETERMINING THAT THE PUBLIC INTEREST AND NECESSITY REQUIRE THE ACQUISITION OF CERTAIN REAL PROPERTY FOR USE AS THE SITE FOR THE NEWPORT CENTER FIRE STATION, AND AUTHORIZING AND DIRECTING THE CITY ATTORNEY TO COMMENCE AN EMINENT DOMAIN ACTION TO ACQUIRE SAID PROPERTY BE IT RESOLVED by the City Council of the City of Newport Beach: SECTION 1. The City Council hereby finds and determines that the public interest and necessity require the construction of a public improvement, to wit: a fire station; SECTION 2. The City Council further finds and determines that the public interest and necessity require, for the construction and completion of said improvement, the acquisition by the City of Newport Beach of a fee simple interest to certain real property situated in the City of Newport Beach, County of Orange, described as follows: "That portion of Block 55 of Irvine's Subdivision, in the City of Newport Beach, County of Orange, State of California, as per map filed in Book 1, page 88 of Miscellaneous Record Maps in the office of the County Recorder of said County, described as follows: Commencing at the Northeasterly terminus of that certain center line course of Jamboree Road described as 'North 42° 35' 31" East, 860.76 feet' in Parcel A in a deed to the City of Newport Beach recorded June 17, 1966 in Book 7964, pafe 631 of Official Records of said County; thence South 43° 30 31" West 535.20 feet along said center line; thence leaving said center line South 46° 29' 29" East 194.10 feet to the beginning of a curve concave Southwesterly having a radius of 580.00 feet; thence Southeasterly 131.60 feet along said curve through an angle at 130 00' 00" to the True Point of Beginning; thence continuing Southeasterly 188.69 feet along said curve through an angle of 180 38T thence non - tangent North 750 08' 54" East 83.23 feet to the beginning of a curve concave Northwesterly having a radius of 500.00 feet; thence Northeasterly 247.13 feet along said curve through an angle of 29° 18' 08 "; thence North 43° 10' 14" West 15.00 feet along a radial to said curve to a point on a non - tangent curve concave Northwesterly having a radius of 485.00 feet and concentric with last mentioned curve; thence non - tangent North 46° 29' 29" West 264.59 feet; thence South 43° 30' 31" West 184.51 feet to a point on a non - tangent curve concave Southwesterly having a radius of 630.50 feet and being concentric with the above described curve having a radius of 580.00 feet; a radial to said point bears North 560 30' 31" East; thence South 56° 30' 31" West 50.50 feet along said radial to the True Point of Beginning. RESERVING UNTO GRANTOR, its successors and assigns an easement for road purposes over the Southwesterly 50.50 feet and the Southeasterly 15.00 feet." SECTION 3. The City Attorney of the City of Newport Beach is hereby authorized and directed: a. To commence an action in eminent domain in the Superior Court of the State of California, in and for the County of Orange, in the name of the City of Newport Beach to acquire the property described in Section 2. b. To incur in the name of and on behalf of the City of Newport Beach all obligations and expenses necessary to acquire said property. c. To do such further acts and to take such additional steps as may be necessary or convenient in connection with said acquisition. ADOPTED this 8th day of September, 1969. ATTEST: City Clerk -2- Mayor THS•eg 9/8/69 Amplor RESOLUTION NO. _7C61 A RESOLUTION OF THE CITY COUNCIL OF THE CITY `OF NEWPORT BEACH FINDING AND DETERMINING THAT TPE PUBLIC INTEREST AND NECESSITY REQUIRE THE,' ACQUISITION OF CERTAIN REAL PROPERTY FOR USE-' AS`.THE SITE FOR THE NEWPORT CENTER FIRE STATION, AND AUTHORIZING AND DIRECTING THE CITY ATTORNEY TO COMMENCE AN EMINENT DOMAIN ACTION TO ACQUIRE SAID PROPERTY ; BE IT RESOLVED by the City Council of tie City of Newport Beach: �\ / SECTION 1. .The City Council hereby,finds and determines that the public interest and necessity require the construction of I a public improvement, to wit: a fire station; SECTION 2. The City Council further finds and determines that the public interest and \necessity/require, for the construction and completion of said improvem Newport Beach of a fee simple i situated in the City of Newport as follows: , the acquisition by the City of st to certain real property County of Orange, described "That portion of Block 55 of Irvine's Subdivision, in the City of Newport Beach, Coua/ty of Orange, "State of California, as per map filed in Book 1, page 88 of Miscellaneous Record Maps in the office of the County Recorder of said County, described as follows: Commencing at a Northeasterly terminus off\� that certain center line course of Jamboree Road described as 'North 42° 35' 31" East 860.76 feet' in Parcel A in a deed to the City of Newport Beach recorded June 17, 1966 �n Book 7964, pafe 631 of. /Official Records of said County; thence South 43° 30 31" West 535.20 feet along said center liney thence leaving s4id center line South 46° 29' 29" Eaat`\194.10 feet to the beginning of a curve concave Southwesterly having a radius o 580.00 feet; thence Southeasterly 131.69 feet along s id curve through an angle at 13° 00' 00" to the True P int of Beginning; thence continuing Southea6tterl� 188.6 feet along said curve through an angle of 18 38 23 "; thence non - tangent North 75° 08' 54" East 83.23 feet\,to the ybeghning of a curve concave No thwesterly having a radius 00.00 feet; thence erly 247.13 feet along said curve ugh an angle o 4° 16' thence North 43° 10' 1!a" 15.00 feet along a a ial to said curve to a point on n - tangent curve co ave Northwesterly having a radius, 85.00 feet and co entric with last mentioned curve; ce non - tangent rth 46° 29' 29" West 264.59 feet; thence South 43° 30' 31" West 184.51 feet to a point on a non - tangent curve concave Southwesterly having a radius of 630.50 feet and being concentric with the above described curve having a radius of 580.00 feet; a radial to said point bears North 56° 30' 31" East; thence South 560 30' 31" West 50.50 feet along said radial to the True Point of Beginning. RESERVING UNTO GRANTOR, its successors and assigns an easement for road purposes over the Southwesterly 50.50 feet and the Southeasterly 15.00 feet." SECTION 3. The City Attorney of the City of Newport Beach is hereby authorized and directed: a. To commence an action in eminent domain in the Superior Court of the State of California, in and for the County of Orange, in the name of the City of Newport Beach to acquire the property described in Section 2. b. To incur in the name of and on behalf of the City of Newport Beach all obligations and expenses necessary to acquire said property. c. To do such further acts and to take such additional steps as may be necessary or convenient in connection with said acquisition. ADOPTED this 8th day of September, 1969. ATTEST: City Clerk -2- Mayor THS:eg 9/8/69 SCALE NEWPORT CENTER FIRE STATION ARCHITECTURAL DETAILS INDEX 0.1 Legend 0.2 Abbreviations 1.1 thru 1.7 Site Details 2.1 thru 2.9 Window Details 3.1 thru 3.16 Door Details 4.1 thru 4.2 Exterior Details 5.1 thru 5.7 Roof Details 6.1 thru 6.23 Interior Details 7.1 thru 7.8 Furnishing Details NFOORT C"KER FRE STAi'i M .i.,o 1 La4SHO .. elm wrmfc(4m Fxff4. 'w&r:Ma) 14o• t4a. ver. 6Aw.- our oer, rovatit. NUN4009- (tsoft WWFZ OeAetnj�) M+ itqvtaATioH op�4�-rH I SCALE I COLS 1 DETAIL I NEWPORT CENTER FIRE STATION mtcxlD VCWPIRT UNTER 00 r. It ET F=INIeH WOOV �� GLAZING W1e4i=P INSULATION I SCALE I COLS 1 DETAIL I NEWPORT CENTER FIRE STATION mtcxlD VCWPIRT UNTER 00 r. It ET ACST ALUM AS6. A. C. BLK. B.W. BOT. BLDG. CAB. C.L. CER. COL. CONC. CONST. CONT. DET. DIM. D.W. U.S. DWL. D.F. E.P. ELEV. EQ. EQUIP. EXIST. EXP. EXT. M. F.S. FCTY. FIN. F.G. FL. F.L. G.I. GA. GL. GRD. HOWO. HDR. HVY.SHT SCALE DRAWN CMECKED ion Acoustik.' 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N r_ ZOO �f N u SCALE "^ DI TAIL TYP• ooN0. fz4ISav FIA�JTEJZ liv,cl►►LLL' A DRAWN RlYISION MA MEWPORT CENTER FIRE STAIN CHECKED KEWPORT Cr4TER SNIIT IffWPORT BEAM CALIF. 7001 of 1 ' 7 SCALE ��) I LPL _ _ _ DETAIL AA DRAWN •lVISION HAAS NEWPORT CENTER FIRE STATION oA,E CHICKIO (� ( -70 NEINPNAT CHIILI{ SNE1T 'ADD i o j MW KU CALF. 2 . • s 3 �1 L:i ♦, 5LI`A"N-T -- .----ft* p sirs Ri. uHE aPeWC Ar i G 3" H -SEa•► -- "q�D -�N %" ;�"" --� F'RLMC STJts 9'rSI6�i .:. ... / r� 1 i4f* ZL a -i SCALE ��) I LPL _ _ _ DETAIL AA DRAWN •lVISION HAAS NEWPORT CENTER FIRE STATION oA,E CHICKIO (� ( -70 NEINPNAT CHIILI{ SNE1T 'ADD i o j MW KU CALF. 2 . - GLdxlraG ' Iq -zy3 Iyz¢ AeA JAW-6 $WAS) WOO -LINE pp��GANG �r t tfiiA psse+o -a 10B+ T @L�!O 5� 4p UP _ j. 311 ve'sT. at% HO". WLILICH ;� 3" M GAS P� PAM: at& wry, ""e GLO =1 r4 CA ("t AXT 6W.3 -- -:- ->- .. --7 Kaw EEa "af YSTCM 24 -304 w /14 -303 4 LINE op GONG, yV 6L. Y WHC- -rZ& OCGUrZ%. .. a SCALE 11 0l TAIL Tr1a N IoM S I L-1 ..2 ov09HEav QO ®!2 A, DRAWN REVISION as l�YIPORT CENTER FIRE STATION DA,! CMlCKlD �Iy ,Ly G� -1 -]Gr Kwr�+ Co,u S 41 11 cos UF 2 - Y ffm L 700fO� •"� Y - 4LIAM, rCG, Nlow. St.A 6ANT ,CoUW Ts r2 ft '✓ fpo. ECA ►[ 3�� A1.0 M. 5L.VA. NtvvV, 51 L.L. 0 HEan (Zr4Mg 51,x,) O[TAII ,A DRAWN Mas NEWPORT CiNTER FOIE STATION R[VI.,__, Ji -` DAT colacKAD DLNt'YIII mm SME[T ✓ 700701 �j II i� I - it C.: q SCALE ��I �1 ... _ .. DETAIL DRAWN E[YISION ;- M�s NEWPORT CENTER FIRE STATION DATE CHECKED -�•]� NEW CENTER SHEET ,O. lot NOW .BEW, CALF. 21+ 00 ' �. oVVAW. 642 �KowN�� . -Mi.. }� K6 4.50' - AL&A . .. MULL)): 4 tN AT- .41PILj�, wall Irv. _�IGgS1/ E GIL 7WN • F GONG, P'I.. LINE -- - it C.: q SCALE ��I �1 ... _ .. DETAIL DRAWN E[YISION ;- M�s NEWPORT CENTER FIRE STATION DATE CHECKED -�•]� NEW CENTER SHEET ,O. lot NOW .BEW, CALF. 21+ 00 ' a PIVArt —GdU UL wGl . IN vERl�srsR C'nW. •out z WHE IM wA�w� C V h �f S {+L& Y A _ k SCALt 3° ..' `_.. �1 ' r _ ... OITAIL DRAWN :... ■EVILION ws • MMT CENTER FM SUTIM -- CNICKIC ' IBM wa off. woo tol f� SCALE 311 tr-*rzo4 "Tc-r� 71 EA DRAWN REVISION Mas NEWPORT CENIER FIRE STATION CHECKED DA E' - JO NEWPORT CENTER SHEET ,o. NEWPORT BEACH, CAW. 7oolvl x � SCALE DETAIL 3 tx2�s�t''ol�2�r' Wi�vmw - µuG�i.oN . A DRAWN RlVISION his NEYYPORT CENTER FIRE SWov;� DA L CNlCKLD tM.) A> Um, PM,4AS vr Ma5"f�G• r ?YID. (!i"Gk►o+.tFfc2 r' — '112ANSdM NEAv � JbMFb SM, WNW •1 j { - I ------ --- •filLAxkl+fGr i -- - ----- ' "1SN91{slZ ALUrvt. SOM AT Ad SH{.L. 99000t tj� ; _ A ntT. - Fb 3 ": ►'- d' . LU.M, 5 Ll r>►�w` . tPoor-Z w. - - - --5U9N . d4� SGT• jN Mdif il0 . vi °c.. sears � � „, � sET•IW - �t�ge�� � t`A7j`Ia�10" QI.Uh�. 51.1'JA. I.r7Gi1l2 - SILL JAMAP DtrAIA OM1MM RtVIt10H tTfAS hLW ait C C£41 FIRE STAL. 4: c=q DATN 9 i 7a NEWHRT CORER ,HINT ,O. 'looio� NEWPORT BEACH, CALF. 3. I 9 NlA4L i71r02 laa4mg NEWPORT CENTER FIRE STATMN NEWPBRT cm a !IMPORT BEACH, CALIF. u 3.2 IV. rmam P aylof AP i&ip A4um -- 1` i --- At,tzl�tG. - -- T7tdN50M W/ I- Vii.. S a�• .;_'JINUv�.foo� iAJ SCALE �2i1 �OOr�. .1b�MF3 "G � NyAI�%• DETAIL ` NEWPORT CENTER FIRE STATMN NEWPBRT cm a !IMPORT BEACH, CALIF. u 3.2 � -�M��Nr _:�._.r� --- I u Alt �u kA 4c. CHICKIC la I l=' OL std t N G� ppp.IQ NEWPORT CENTER FORE STATION NNW tom WMT KAML CALF. Jag o...,► A /- 3.� [CAL! 2 - . VVOI . , m fib .. - DETAIL DRAWN ✓ REVISION Mas NEWPORT CENTER FIRE STATION DATE tN[CKED 9- I • i0 NEWPORT CENTER JOB NEWPORT BEACH, CALIF. 3 g ?polo) I SCALI 21) MAIL A DRAWN evi Nis Nwou cENTERnRE STATION 0 1 DATE CHECKED q-1-70 KWPORT CENTER SHORT JOB NEWPORT BEACH. CMF. s ` A. KuI DETAIL III ma NEWPORT CENTER FIRE STATIOK ceIcK[o NFINPORT 6EIITFk NEMIW Ut ULIF. 7aotol --q- I- 7o 3. to { VW H LW B 01� GdN7• J -GONG W.0.L4 r q GAS>tiINU. STOP A. KuI DETAIL III ma NEWPORT CENTER FIRE STATIOK ceIcK[o NFINPORT 6EIITFk NEMIW Ut ULIF. 7aotol --q- I- 7o 3. to p11 Q SCALE �.- �Y��.__....�IR!R!Y]t ✓.. ... ._. __ .. ...... .. DETAIL DRAWN REYIs10N h5 NEWPORT CENTER FIRE STATION DATE cnecRro �y p °I I 10 NEWPORT CENTER SHEET ,o. NEWPORT BEACR, CALIF. �. 70o i o � • ! �. �� Gy,/6�2SGip 7N5UI.ATt0H THRN s�T o . w /n, owl.. -r.rt' . TYP:. Mrs-t F ,,. 'IrXl� 41Wp5 '�' tliY�' it lYl�t � . p11 Q SCALE �.- �Y��.__....�IR!R!Y]t ✓.. ... ._. __ .. ...... .. DETAIL DRAWN REYIs10N h5 NEWPORT CENTER FIRE STATION DATE cnecRro �y p °I I 10 NEWPORT CENTER SHEET ,o. NEWPORT BEACR, CALIF. �. 70o i o � I �/y�y♦ Vf 1 SCAT - '. TA.ff- il�... r+'�fY���+ �.. .. (.: i!"L �►'f�"'�Y! SoA. ), .. ... DETAIL UAS I monavvxvlmrimff NEWPORT CENTER FIRE SIA1111 M DATI ICKED NEWPORT CENTER aMUT ao I0 j NEWPORT BEACH. CALIF. 3 �, i t�n•X. Y F OP CO H*. V,6" L L:1N� QIF Pa�15e: --- -4Gr $TO p — -- 19G0 k2 } Al Es j NC4 } — X 1111 -tw rhA is iL DETAIL CAI. -. '.�� ... - iH'EAJJ:.:...... .. ... .. SAWN 'has. ` REVISION *VORT CENTER FIRE STATION M[CKED DATE NEN�PRAT eEBTER ENEET DD < �Ew�eRT BFJICR, eu1T. 3 14 7001 ©1 SCALE DETAIL A 's H DRAWN REVISION 'NEWPORT CENTER FIRE STATION DATE CHECKED . 47-1-70 NEWPORT CENTER SHEET ,,. NEWPORT BEACH, CALIF. 3. 1 5 7daiol I r 7774 -'/V K4krA WITS - t I7p N -W P- SCAL 9 Sit �'G LJOF 11-4 CA DIIAIL DMA RIVISION =; NEWPORT CENTER ►RE Mio D ll DA CMKCKID 1-70 NEVICRY c"MER IMPORT BECAU, CM. Aa -F I YIAwr# tEV151ow NEWPORT CENTER FIRE SIAiiON oATt cinggo NEWPORT CENTER �? -I '70 sll��T JOB NEWPORT BEACH, CAUL + . 700 I 0 f xAU I/2° ROOF DETAIL SCHEDULE DRAWN REVISION NEWPORT REENTER FIRE STATION DA11 CHECKED NE�IPdIT MTER 9 -170 SII111 ms BEtiiPBfti BEACH, CAUE 5.1 700101 ^ _:. .DETAIL PlMrsN510N INSULATION rvumbsi< A '12/z" IDp 5:1 Lt/2n Co" YE'. sCl 4'/2 !o". Ylas `{ ES Sa'> ,.. xAU I/2° ROOF DETAIL SCHEDULE DRAWN REVISION NEWPORT REENTER FIRE STATION DA11 CHECKED NE�IPdIT MTER 9 -170 SII111 ms BEtiiPBfti BEACH, CAUE 5.1 700101 KALI AAA A 4, DRAWN REVISION NEWPORf I CENTER FIRE STATION DATE CHECKED I' 70 MWORTMER SHIM NEWPORT BEACH, CALF. 700101 1,011 A-r, A 5 60ult56 , K'00F. 4kw AT AND FLASWNe, Well 1wiUloknoo SLaPE %4" . . VW . . . . V yp KALI AAA A 4, DRAWN REVISION NEWPORf I CENTER FIRE STATION DATE CHECKED I' 70 MWORTMER SHIM NEWPORT BEACH, CALF. 700101 . �n -- iGONZ. WA►... si --"� R.1=GG4�iQ�`.,�dEis'1�AL FELtiLC�.T 6A .:6AW- 151MCL. W{TH 'YL'ftU5l 0it 5EALSO- AMP oVAl5l ro 24 GA. GALV. STEEL c� Z. OUNTM . rl"ASWING,, m In 14041° fIASM i.N6 . 14. K=im %.. arX.2 CANT SfRiP; r�. N tit . • W .rt. k+L `'.....—;� 5ra05 Rpr :Pt,AIJ - t%2" RrG1P y r "INS uL•A'fl4K. -Or-r-L KS WW&C NoTen - 3r� OOF � SAS -. 6 1 SCALE i 1 DETAIL NEWPORT CENTER i DATEa i NEWFIXf ar Kror Kau. CALIF. 504 i.M I SCALE .4�0-,K e4HT. UV MITOM*r Ot TAII S RaoM - 21 2 DRAWN �p�+�!q ■tVIS10N ivw15, lii37a t f�dTFR Fi F Si ti.1 OAi CNSCKSD tttt p���T�p �� /- 30 RL9; nSal CUTER SNFtT Jo. ":y + i SEA6k, CALIF. 5.5 LACL I a �`(LC4HT V- IWWW 4 ow. =)lI �k'(L+6+Hf GiuNG btT o[T�i► WN - - REVISION ts, IiEWPORT CENTER F,RE STATION CAT& NEWPURf CINM9 SMIET NE#Mff BEACH, CALIF. '70010) SOO Amok I - S SHT. A-:& ft2 GOttw71OW 41 4vywdm( 41 mWO41P44 - "'^" yy -rYP. 45KYLIC4HT .- T`ePW A -lo UZ I DETAIL 'A DRAWN st9vistom OPUT !"EFTER FIRE STA•flON DATj CHICKIV )-70 p. Al sm )OS KPO Kul ;49AW. 7670/V/ I SCALt 1 _ O[7AIt 3P Lk�h.� A DR A REVISION MW corm FK STATO DATE CN[CI[t[I 9 • J - 70 NEWPORT CMIR sN[tT ? NEWPORT BEACH, CALIF. oo�cl ��wnsr .tee. 1 SCALt 1 _ O[7AIt 3P Lk�h.� A DR A REVISION MW corm FK STATO DATE CN[CI[t[I 9 • J - 70 NEWPORT CMIR sN[tT ? NEWPORT BEACH, CALIF. oo�cl SCALE N: %V (►y.r�GatiN: H Alm .'Q `M O. DETAIL A DRAWN �,t,y�,S[� r �1[�� [e [gyp[ MAIN REVISION IV�AS iii PORT CENTER RU MAl DATE CHICKIO RVPW cm SHM „D NEWPORT OEACr, Cam. �ooiol eA"SIWCA T1rp. STaps I x Fr-W -AM0 TYP• a&-3 I Ni:, �x� 51u�5 c y 1� SCAM j U DSTAII ,6, DRAWN REVISION MAS T cum nRE sTATnoN - —• . ., OAT CHECKED c • SHEET /-70 7aclo( ImMAT IIAtlx 90. C _.._ __. _,.... �a.._�x �,,._. _� __._ SCAL[ i , ` , .. .... .. Dl TAIL DRAWN- [gyp �j RIVISION !IL[[fYEEI YLIIIGI nRE STAIN . DATE CM[CKED KPW �(� J / 7O { C1'MERR[� SMELT JOR ALf1rD111 Df/1Rly WIW� f R - i •Y I 1 G� 0 d c• i'.iF'�•j:5�1a��'A�. %v a .G! / SCAL[ i , ` , .. .... .. Dl TAIL DRAWN- [gyp �j RIVISION !IL[[fYEEI YLIIIGI nRE STAIN . DATE CM[CKED KPW �(� J / 7O { C1'MERR[� SMELT JOR ALf1rD111 Df/1Rly WIW� f R - i i 41 r ,, ` A DETAIL SC 1 1 Z is 1 * l fs* l"1 1 . . Dl iEVI[IoN NEWPORT CENTER RRE TTATM DATE CNiCKED NEWPORT cum [N[[T ,o. NEWPORT QEACk CALIF. 700101 i I Y,:' - sus` ,s z ✓s,- - _..... zX j�5?'RIMiE �I�UI►IFII� �EI�1'i i - �: .•'� v �.. _:. T� _ -'I ., i z. <.' i � of c ' � � } \T � is - '[°.' ✓^}Ie' 1Q' /! OR R[VISII w �I(y{�y�(�eT p[�re �' ITL1 POR CIFER [Y[t. IUAIWA RWPORI CM DATE =J - I - ]O SMUT CHECKED y�1pp�� W IT M 0010 I I y 7, M . Ts y <4j II -' 04 s� I�eaa. swat. (cvr+iv� 40 Gail• 6.5. pS,ar.K YlolrF! -t TD �"'rT ?ajo .OF '441 • SHEL.V4K, S AN{sA W56.ON - ..;SHGj M U N I'T. -. --\ i i I I KALE i,iy,I j Tcl-I �N Hoop � VC-HT. DETAIL A DRAWN REVISION v4%, I NEWPORT CENTER FIRE STHall NEWPORT CENTER KWPORT BEACH, CALIF. lot q -i - 70 HEFT 6.12 �n.nlc �xi Q 20 Gp. 5.5. Talm --� —W/ bSTENter2- (TT?.) i� '"0 s� I�eaa. swat. (cvr+iv� 40 Gail• 6.5. pS,ar.K YlolrF! -t TD �"'rT ?ajo .OF '441 • SHEL.V4K, S AN{sA W56.ON - ..;SHGj M U N I'T. -. --\ i i I I KALE i,iy,I j Tcl-I �N Hoop � VC-HT. DETAIL A DRAWN REVISION v4%, I NEWPORT CENTER FIRE STHall NEWPORT CENTER KWPORT BEACH, CALIF. lot q -i - 70 HEFT 6.12 L 1R -iwsH M.6TErziA.L., As wlSw .OH Rt4- SLHSwUL* OAL lNTiattl02 EU�YbTIDN 5 . . Ppia.l AS %OWH DRAWN RRVI5ION MQS NEWPORT CENTER RRE STATIOi� DAT CNtCKiD �Iry�y/{ ry re II PORT CENTER SHEET 779 , 1 OFORT BEAM CALIF. &.C;. VaTAI,. NO... '..,... ON WALL . t3 n ` WALL ^ L 1R -iwsH M.6TErziA.L., As wlSw .OH Rt4- SLHSwUL* OAL lNTiattl02 EU�YbTIDN 5 . . Ppia.l AS %OWH DRAWN RRVI5ION MQS NEWPORT CENTER RRE STATIOi� DAT CNtCKiD �Iry�y/{ ry re II PORT CENTER SHEET 779 , 1 OFORT BEAM CALIF. &.C;. Gd OG i.. d oN M 09 j, �i .M "10W y.:: SCALE 71 .BILL HNttp S6G, Q (tJ 5uL61G►� WCI.L, DETAIL A DRAWN REVISION NEWPORT CENTER FIRE STATION } }EE CHECKED CATj, %0 NEWPORT CENTER STY ,O. NEWPORT BEACH, CAl f. ' c;0l 0 i , f .__ TWIP4 ECALS 31/ C!ER. 11L.rz. 7-0 CwHr"..YU DETAIL A DRAWN ✓ RMS10/" M4s NEWPORT CENTER FIRE STUB CHECKED BEM MRT CENTER :HEFT '1x010 T KAM CAIN. �n _ I iax ev I a' 1 s vE A u r` z ManT,4+� �YM',1 EcAU a DETAIL ' 7YP Toe op o. ?I L� Va � L . a DRAWN REVISION Mai NEWPORT CENTER FIRE STATION CHECKED e1T`J" %O NEWPORT CENTER :�NJEE. NEWPORT BEACH, CALIF. '. /4� 'Too IoI p;;; LIHIE OF GONG,, µlpbL. W vW. Om"10 G:ARO./ y ,:.t , _ ......... LINO(J0. ?rsI AAIM Y � a � PSI �1 K, ♦ Al`'T."iic.'G� i y� 'S.1 s x '.:e � Di Of HIM,Y w/ � *X�N �tYi%I tic all b MO._ W.4, LI N& Or GBICt. T11.R fiGdT. i f S� H oi2l -z:.. sscT. = U =rsr '01 W 1:4 :; ►. u� �' rtitc� er avN0 , $ep5r3� f�.AdN) -- P1Q +dGING :.1 "A �.I a.0 M • FPM I@ .WO rrb `�� \Aj C� i J _ 'To(P OF Piw. tgfM, F�RRE✓• 19TT. �� GEiilrl/ WN6 -UP W) Of PH. S, SCALE, i" �o�F1'f 5EG'l,oN Q. TcikGLT - 10..+� ... DETAIL DRAWN REVISION �d5 ((tt r�E� frE iPUT CENTER J i rE Y11311i� CHECKED DAT • %'!O p� ` Y::� HU"'t »: °fP:.A SHEET �oR rm; Ea„T Bf: G�, C +,t W I /7 700/411 SCALE 311 ..�VG���..",ll.�% t�Ul2)id:... @.. �,A�.:...p�►?l26�t "L1i,J. � DErAn DRAWN RlYISION May KRIKURT 6ENTER FE STATION CNECKID Krwim EF]ITER SNf E7 7001 o l IM P90 IE11C1, LVE. 10:1 tr A -- I'r2*MKO" ALUA. ' 'rNYLByHot.,� *Trj4 pp - 1 -►4 a, LG ". -fiLL ASIZ THIN aSt�.. . �I� .l�SlOha•. 6: I Vr*fC1,sLa "I-Tt 11 ' _ --A LM 611 G " 009 iYfiN SBr. w� sn � °�a�►s�: tvn'r�r� SCALE 3'I Sl.A� IOE�I =0551 ON.. 3l T`4�P CdA'd..`j(I.E �i.3E.. DETAU � DRAWN RlVISION Mss NEWPORT CENTER FIRE STATION DAT CN[CKlD N:YIPART CENTER t, 70 !MEET - JOB DDlOI Nfl►lFORT BEACB, CRIff. �o b. ora'Tol I rar►E ol� 5e�►t AAort�� SCAIR MAIL ..... DRAWN REVISION VA NEWPORT CENTER FIRE STATION DATjf . • CMlCRED /-70 NEW RT n EN',7 MEET Nfuaset secs, JOB c,'JJF. 70010! . MOT. ad51M4 - - -.:. s (�T'+r*' , _ 'TYPE' `pC0 E4 Stub tNS1v a F1N.WD FOl't rslM��� i OT. TMIM AG GI.G. -ru ry At -- 1 SCALE �� �� 1 =.I.L) hl CG ... l>ET.. ... eeun�. DRAW1N �E[u ['� { �}[ (�q REVISION �4S tld l �s CENT f�FIL $Tf ioq DAJj i.70 CHECKED n 777T��Yq�!T� "f �'C11,152 'i CRIME SHEET -77 70010! I , Y 1� If Ile 6i, 4f i x � M a.... �LNi. u I y 't� �• C. T X �— Pow yrcuB'MAT ttUO l LAM, F°WVne "twTim Tor• SCALE 1'141 : pL4N.: - .WAL�4 AT...: L.AV.A- rag -r .. 2 I o DETAIL DRAWN M4s. NEWPORT CENTER FIRE STATION REVISION CHECKED 1nT 9900 fH[E7 NEMPART No, cuff. .o. �9 X4 Vwc. - �-- � -GOND• iNSt/ZT rICiT. CAS.INA "AE? ,l P�o� � ►.i�or�'r.7�aN. SCALE Il /2" I DETAILA DRAWN - REVISION SAS NEWPORT CENTER fRRE STA162 DAT CNECI[ED €•i1 R p[ • I'7o ORY CENTER SNEET JOE NEtl1FL :T BEACH, CAM (p 2 3 �noiol leg Lo - Jill V.f t- I SCALI DllTA1AoVt4 t1/4-1 1 1 co Wm f. PL PWTA'6w9 ffPttAWM NEWPORT CENTER FIRE STATION DATE CHICKED ow cm 70 J57 1"T ma CW. 00101 , SCALE �{� N K V eq. Dl TAIL DRAW tEV1El0R1 NEWPORT CENTER FIRE STAIN DACE � 7a CNlCKlD t�t�R�/IaaT 1111�!yyDI®®C��RDDr **�pp� CAUL SNtET 70014 { L• 0 SSALl. DETAIL DRAWN REVISION NEWPORT CENTER FIRE SI ION DAT CHICRED. :/•70 MPM calla sN!!T lac I o i NEwPOer BfACN' CwF: P 3 GO�SIN ;;Z. 0 SSALl. DETAIL DRAWN REVISION NEWPORT CENTER FIRE SI ION DAT CHICRED. :/•70 MPM calla sN!!T lac I o i NEwPOer BfACN' CwF: P 3 SCALS� a I IrAdMi 9 W W. 7 Wr V, , w � w ;rswl uw�w -Lli %-VA" mar. 1w Fftlow team wo si DITAI.A. vp wwrivi :.-- NEWPORT CENTER FIRE SIAHUN F= DAi 70 NEWPORT CENTER NNW K" M fCALI Df TA1LA DRAWN AlY1S1 N NEWPORT CENTER FIRE STATION DAT[ cNlCKED • / • 70 NVMPORT- CENT® SHIFT l! Boa /o/ NEWPORT mt Co. 7,5 JM 0 ns) -.cewA�s4 $sit INT KALI DIVAJL DIAWM avistoM NEWPORT CENTER FIRE STAIWN71 - =-:kll CHUM Nrm cm small ift ss)I WEI Lrs y 3" R., LINd I 11/2" SCALE -r l P• ' n/W-0� fzoa`, 60 H C I . DETAIL DRAWN V{JY M H •!VISION Mss. NEWPGRT CENTER FIRE STA's CNICKID 77 p DA,Ej r 70 N LLR SHEET K�N7t��1 DLf14D i!Wlf. 704 i or 7,7 . V. G. AP 6ON04 . �tbirl A w VARNISH 4i SYRFAdE r . lig,l wl • � i8 >r i �.H.w.s: ��F TO Uri p►IPA SCALE -r l P• ' n/W-0� fzoa`, 60 H C I . DETAIL DRAWN V{JY M H •!VISION Mss. NEWPGRT CENTER FIRE STA's CNICKID 77 p DA,Ej r 70 N LLR SHEET K�N7t��1 DLf14D i!Wlf. 704 i or 7,7 . v 11 VZ4 90A "M04. 1 # 4A6. 414o. d� Tdw k A-Hov SAlkf2'VAaHjl;H Ww" H w, S. 1 sl/,21 I. a im /F -4 04 ' SCALE IV) DETAIL DRAWN REVISION NEWPORT- CENTER FIRE STAllillill OAT CHECKED 1-70 F4,427 UNTER SMELT y�rl� MvHT BEAa CPS., -7 7 l �� I VKNIA AUG 2C 1 0II J. WYLIE CARLYLE, County Recorder NOTICE OF COMPLETION PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on July 27, 1971 the Public Works project consisting of construction of Newport Center Fire Station on which Alex Robertson Cc was the contractor, and The was the surety, was completed. I, the undersigned, say: ers CITY OF NEWPORT BFACH VERIFICATION Public orks Director I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on August 24, 1971 at Newport Beach, California. .. VERIFICAT/f'ON F CITY I, the undersigned, say: IN I am the City Clerk of the City of Newport Beach; the City Council of said City on August 23, 1971 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on August 24, 1971 at Newport Beach, California. %i Doris M. George, Deputy City Clerk CD 4 Y) i� Q7 N N 0 ,1ex .R.obertson CO- 4300 Birch Street aach Califon: rdewlJOrt s3_ , G *ndemnity Cowpany 1716bb7 ort Center Fire Station Construction of Newp ;w66 se',Aember 13, 1971 SutJ)ert: Surety Bonds No. project Contract NO-'- August 23, 1971 accepted the work of subject The City Council on AuG lotion has been project and authorized the City s after1Notice of Comp f Come and to release the bonds 35 day filed. Notice of Completion was filed .;with the Cranae County Recorder on August 26, 1771, in soak O. (4778, Page 622. please notify your surety company that bonds fray be released ?5 days after recording date. Laura Lagios Clerk dg cc: public vvrorka Lepar'.5 -,��ct • 40 CITY OF NEWPORT BEACH Mr. J. Wylie Carlyle County Recorder P. 0. Box 238 Santa Ana, California 92702 CALIFORNIA Date: August 24, 1971 City Hall 3300 W. Newport Blvd. Area Code 714 673 -2110 Dear Pir. Carlyle: Attached for recordation is Notice of Completion of Public Works project consisting of construction of Newport Center Fire glation Contract No. 1266 on which Alex Robertson Company was the Contractor and Tha TravPiPra Indemnity ("=Davy was the surety. Please record and return to us. Very truly yours, Laura Lagios City Clerk City of Newport Beach LL: Encl. • i THE FOLLOWING ENDORSEMENT IS ADDED TO POLICY NUMBER LAC 201191 OF THE PACIFIC INDEMNITY COMPANY AND POLICY NUMBER 107382 OF THE HARBOR INSURANCE COMPANY: THE CITY OF NEWPORT BEACH IS NAMED AS ADDITIONAL INSURED, BUT SOLE- LY AS RESPECTS ANY LIABILITY ARISING OUT OF TIIE OPERATIONS OF THE NAMED INSURED ON THE FOLLOWING PROJECT: NEWPORT CENTER FIRE STATION. FURTLIER, IT IS HEREBY UNDERSTOOD AND AGREED THAT TIIE POLICY TO WHICH THIS CERTIFICATE REFERS MAY NOT BE CANCELLED, MATERIALLY CHANGED, NOR THE POLICY ALLOWED TO LAPSE UNTIL TEN (10) DAYS AFTER RECEIPT BY THE CITY CLERK OF THE CITY OF NEWPORT BEACH, CITY HALL, NEWPORT BEACH, CALIFORNIA, OF A REGISTERED WRITTEN NOTICE OF SUCH CANCELLA- TION OR REDUCTION IN COVERAGE. LIMITS OF LIABILITY FOR THIS ENDORSEMENT ARE AS FOLLOWS: BODILY INJURY OR ACCIDENTAL DEATH PROPERTY DAMAGE $250,000. EACH PERSON 500,000. EACH ACCIDENT S00,000. AGGREGATE PRODUCTS $100,000. EACH ACCIDENT 500,000. AGGREGATE PROTECTIVE 500,000. AGGREGATE PRODUCTS 500,000. AGGREGATE CONTRACTUAL *RTIFICA7E OF INSURANCE 0 Date: FEBRUARY 24, 1971 CITY OF NEWPORT BEACH Job: All Operations of the Insured 3300 West Newport Boulevard . Newport Beach, California INCLUDING NEWPORT CENTER FIRE STATION Attention City Clerk SEE REVERSE SIDF. INSUPED: ALEX ROBERTSON COIPA-NY P.O. BOX 228, Paramount; California 90723 THIS IS TO CERTIFY AS TO T!71" F.XISTEI;CE OF Ib:SU'?P,!!CC '.,IT;I A- 7T1 11, [)F:-IdTTY CO:IPANY A'I' MR I -AR50' T`—URA? CE CO .'1:'. >. ?:Y 9 D= :SCRIBED 31;L,Oi•!: I. II WORmiE!d' S COUPE ?1SATION All!) EMPLOYER'S LIABILITY INSURAOCE POLICY IJO. PEC 56781 EFFECTIVE FROI4: 3/1/71 to 3/1/72 PACIFIC INDEMNITY CO[.PANY BY COMPREIG;PISIVE GEICERA.L L'_A11TLITY INS(J ,M'Cr: POLICY 170. LAC 201191 rFT1:CTIVI: FRO!I: 3 -1 -69 To 3 -1 -72 PACIFIC II-Ir :,!ITY Cn. :'AP;Y POLICY 0. 107382 EFFECTIVE FR.OA: 3 -1 -69 TO 3 -1 -72 H7,.R13Cr TWI 'JR.AI!CF 0;)"'PANY LI:1TT OF LIM ILITY: $2,000,000.00 CO- IBINED SIIGLE LI:.IT DER SOrJAL LIABILITY AI4i) BftOAD FOR'i PROPERTY DA.,IAGE LIABILITY IN- CLU')ING GEIIERAL OPERATIOiiS, BLANKET ':JRIT'TEE COI:TRACTUAL, 0�:1'1- ER'-) AND CONTRACTOR'S PROTECTIV` , C?LPLETED OPERATIONS, A1'11) O'.dNED, HIRED AND "ON-OWHI D AUTO�IO:SILI-' LIABILITY I1!SURA`!c-, I;ote: PACIFIC INDE; ORIGINAL CONTRACTOR or Reputed Contractor, if any An estimate of the total price of the labor, services, equipment or materials furnished or to be furnished is: (this must be furnished to construction lender —optional or - J to owner or contractor) ., (signature) as •• ....� ����. r . _vY d. r.v•w \V r+VJV, Vre�a sV•e. : :'- .:�w�aCi�41 "'adu'e�ir Ju k1 °— 'w•'�`,a��6w�tiiH,.d'.....�xv. dn:�l'!✓b'l.�w'"X��:,.�K 3'�f�� ' _�•'t�W3 -i bR-... sSi ,._ y ( Your attention is directed to Serf l93W California Code of Civil procedure, whi Tres us to notify you, that if on private work "bills are not paid in full for labor, urvls ey equipment or materials furnished virlil'be furnished, the improved property [which is described hereon) may be subject to mechant , ". (This statement is appli! a M private work only.) - CALIFORN lMW ... PRE INARY NOTICE - - (CALIFORNbIIBLIC iVATE WORKS) -- � In' encs With Section 1193, California Code of Cavil- dure end Section 4210, California Govemment.Q kI � - 0 YOU ARE HEREBY NOTIFIED THAT.. . CONSTRUCTION LENDER or W Reputed Construction Lender, if any N �'••••••••••.••••••••.• .••••••..•••. •••••••• .. •.•.•.•..•.••••..•• •••..• ��u •�•••••.. - (name of person or firm furnishing labor, services, equip- �: .: viii :ii ::• • • •� ••••ie ••••••. •ei • •.uu••••.••• �•••••••••••••••••••••••• •••••••••••••••• .............. ..............................• a - Anderson & Howard Electric Inc. -) E ........ ......•....... .......................•....... •�: .•••••u••. •.••u•••. •.••••.. •••••.aaZ•e•••••.•.. s ment or materiap ......�...••••••u.•uu••... �•�••••••.••••u•• ••u•• •••.••••..•.•••••••••••.••:• ••••• •• ... .........................y..... ... e =. .. 3737 Birch Street , �•.•••.••••••••••••.. •...•.....• .••• •• .•••••• rw: (3tl�ess of Parson or firm furnishing labor, services, equip S '' gwport Beach, California 0260 ' � ment r et ria0 hasfttihtished,or will furnish labor, services, equipment " Ci or tferials of the fot(owing general description: O # ana MA14al necessary 4r wink! dpsor,ptlon of the labor, services, equipment or P(ga $r¢31"xnstallation. Y i furhlsMd or to be furnished) • .. for the b`ufld� strtfclure or other work of improve. mere• locate - ". OWNER or PUBLIC AGENCY Piewpoa`t GeateY ire Station or Reputed Ownter ' % (on public rork� (on private work)' (addroas or,desefipttan.of job site 't ipprt- •bhp, California - - , ' r .1 :y Cr 1 -eCw lot v -Bea^ ' } strfllclent foY Identificatlan) - �: �. i p'l ]YeW�{1 t .i•iVCfi ' "; = _ E idetf�o, t , aii<7r3s..ta the tte! Qf Hfe- persae or film who contracted with us for the`:'j•)w'hose of such labor,• services, equip- i. t '. " -mHnf or- stlAterie[ is:,, - - Alefx HobertMOA Co. :. Name J - Hi wCT- told Here :' trfte� Address '" ._ ._ ,- ' • _ ' .tvewport Beach, California - -. f F ORIGINAL CONTRACTOR or Reputed Contractor, if any An estimate of the total price of the labor, services, equipment or materials furnished or to be furnished is: (this must be furnished to construction lender —optional or - J to owner or contractor) ., (signature) as •• ....� ����. r . _vY d. r.v•w \V r+VJV, Vre�a sV•e. : :'- .:�w�aCi�41 "'adu'e�ir Ju k1 °— 'w•'�`,a��6w�tiiH,.d'.....�xv. dn:�l'!✓b'l.�w'"X��:,.�K 3'�f�� ' _�•'t�W3 -i bR-... sSi 4 Cn 4 127 VENDOR o PURCHASE ORDER r C OF NEWPORT BAH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 PHONE: 1714) 673 -2110 C Alex Robertson Go, 14507 S. Paramount Blvd. Paramount, Calif. 90723 SHIP TO No. INVOICE IN DUPLICATE THIS ORDER NUMBER MUST APPEAR ON ALL INVOICES, SHIP• PING - NOTICES,. RILLS OF LAb- INU, EXPRESS RECEIPTS AND PACIr4bGES. DELIVERY TICKETS SHALL IN- CLUDE UNIT PRICE. DATE .NAY. 17, 1970 DEPARTMENT City Council QUANTITY DESCRIPTION OF ARTICLES OR SERVICES REQUIRED UNIT PRICE TOTAL Newport Center Fire Station construction as per contract 350,775.00 " 1 r' 7 ^. d► ii IN1\ Contract No. C -1266 Resolution ;:o. 7301 - FOR CITY USE ONLY IMPORTANT CITY OF NEWPORT BEACH CODE AMOUNT -2395 -023 350,773.iA Show as a separate item any retail sale= tax, use tax or Federal tax applicable to this purchase. -- This order subject to California sales tax. D. W. MEANS A att"abie r.ao portation charge= must be prepaid s separate Itee, ^.: the i:,vc:ce. Do not PURCHASING AGENT incl'.,de Federal transportation tax. DEPARTMENT COPY Y Y 1 r =E ISM x x L 4,c 1 "vigil r 1 Ir you i }£ �( i z a W., �, :,. a , � a 3 y t Y r' 1 Y 1 h x 1 .l 4._ y x Y �- 4� 1. TV 1j CITY OF NEWPORT BEACH TO: Public Works Department FROM: City Clerk SUBJECT: Contract No. 1266 • MEN1 '°71 q tar i ♦:. 0 Attached are 3 executed copies of subject contract for your files and for transmittal to the contractor. Contractor: Alex Fnbertsm CaV&v Address: 14507 South Patanptart Blvd., Par�amt, CA 90722 Amount: $ $35n.775-nn Effective Date: NOVNWMr 12, 1970 Resolution No. 7.3l1L adopted on In_io_�_ i� / fI ei LL:dg Att. cc: Finance Department ❑ 1 0 • , . . `-L CONSULTANTS: STRUCTURAL John A. Martin & Associates 17781 Sky Park Circle Irvine, California PLUMBING & MECHANICAL Baum and Associates 1622 East 17th Street Santa Ana, California ELECTRICAL Fredrick Brown Associates 3848 Campus Drive, Suite 212 Newport Beach, California SPECIFICATIONS For rnK1CTn11rTTAM Ac. NEWPORT CENTER FIRE STATION ewport Center Newport Beach, California For CITY OF NEWPORT BEACH 3300 West Newport Boulevard Newport Beach, California ADPE,WW I,v Bic OF sPeCS, . Architect Engineer Job No. 700101 Date: September 1, 1970 :5.50 NEWPORT 0 O 0 I I 0 Pi DIVISION 4 llASONRY Not Required. DIVISION 5 METALS: STRUCTURAL AND MISCELLANEOUS Section 5 -0 Miscellaneous Metal 1 - 3 Section 5 -E Ornamental Metal 1 - 3 DIVISION 6 CARPENTRY Section 6 -A Rough Carpentry 1 - 5 Section 6 -8 Finish Carpentry, Cabinets and Millwork 1 - 3 TABLE OF CONTENTS Page 1 of 3 w r i i' . Y. :TABLE OF CONTENTS -r Pages i BIDDING REQUIREMENTS Notice Inviting Bids 1 - 2 Instructions to Bidders 1 only Proposal 1 - 2 Designation of Sub- Contractors 1 only Bidders Bond 1 only Labor and Material Bond 1 - 2 Performance Bond 1 - 2 Non- Collusion Affidavit 1 - 2 Technical References 1 only Contract 1 - 2 DIVISION 1 GENERAL REQUIREMENTS Section 1 -A General Conditions 1 only Section I -S Supplementary General Conditions 1 - 12 Section 1 -C Special Conditions 1 - 4 Section 1 -D Temporary Facilities 1 - 2 Section 1 -E Clean -Up and Disposal 1 - 2 DIVISION 2 SITE WORK • Section 2 -A Earthwork 1 - 5 Section 2 -H Asphalt Concrete Paving i - 4 DIVISION 3 CONCRETE Section 3 -A. Concrete Formwork 1 - 5 Section 3 -B Reinforcing 1 - 3 Section 3 -C Concrete 1 - 12 Section 3 -D Precast Prestressed Concrete 1 - 4 DIVISION 4 llASONRY Not Required. DIVISION 5 METALS: STRUCTURAL AND MISCELLANEOUS Section 5 -0 Miscellaneous Metal 1 - 3 Section 5 -E Ornamental Metal 1 - 3 DIVISION 6 CARPENTRY Section 6 -A Rough Carpentry 1 - 5 Section 6 -8 Finish Carpentry, Cabinets and Millwork 1 - 3 TABLE OF CONTENTS Page 1 of 3 w • 0 0 + 4 DIVISION 7 MOISTURE PROTECTION Section 7 -C Insulation Section 7 -F Membrane Roofing Section 7 -Q Sheet Metal Section 7 -J Roof Accessories Section 7 -K Caulking and Sealing DIVISION 8 DOORS, WIND014S AND GLASS Section 8 -A Hollow Metal Doors and Frames Section 8 -B Wood Doors Section 8 -C Glass and Glazing Section 8 -0 Aluminum Windows & Storefront Section 8 -F Finish Hardware Section 8 -G Overhead Doors DIVISION 9 FINISHES Section 9 -B Drywall Section 9 -C Ceramic Tile Section 9 -F ,Acoustical Ceilings Section 9 -H Resilient Flooring Section 9 -L Painting DIVISION 10 SPECIALTIES Section 10 -A Miscellaneous Section 10 -C Toilet Compartments Section 10 -J Identifying Devices Section 10 -S Toilet Accessories DIVISION 11 EQUIPMENT Section 11 -F Kitchen Equipment DIVISION 12 FURNISHTNGS Section 12-A Carpeting DIVISION 13 SPECIAL CONSTRUCTION Not Required DIVISION 14 CONVEYING SYSTEMS Not Required DIVISION 15 MECHANICAL Section 15 -A Plumbing Section 15 -B Heating, Ventilating and Air Conditioning 1 - 2 1 - 3 1 - 2 1 only 1 - 3 1 - 2 1 - 3 1 - 2 1 - 4 1 - 8 1 - ? 1 - 3 1 - 3 1 - 3 1 - 3 1 - 7 1 - 2 1 only 1 - 2 1 - 2 1 only 1 - 3 1 - 14 1 - 11 TABLE OF CONTENTS F Page 2 of 3e' ,x 0 40 E DIVISION 16 ELECTRICAL Section 16 -A Electrical ARCHITECTURAL DETAILS (Bound in Separate E -1/2 x 11 Volume) TABLE OF CONTENTS Page 3 of 3 1 - 20 M • CITY OF NEWPORT BEACH, CALIFORNIA. NTOICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California until 10:00 a.m., on the 6th day of October 1970 , at which time they will e opene and read, for performing work as follows: NEWPORT CENTER FIRE STATION CONTRACT C -1266 No bid will be received unless it is made on a proposal form furnished by the Public Works Department. Each bid must be accompanied by cash, certified check or Bidder's Bond made payable to the City of Newport Beach, for an amount equal'to at least 10 percent of the amount of bid. The documents include within the sealed bids which require comple- tion and execution are the following: A. B. C. D. E. is F. Proposal Designation of Subcontractors Bidder's Bond Non - collusion Affidavit Statement of Financial Responsibility Technical ability and Experience References The documents shall be affixed with the appropriate signatures and titles of the persons signing on behalf of the bidder. For corpor- ations, the signatures of the President or Vice - President and Secretary or Assistant Secretary are required and the Corporate Seal shall be affixed to all documents requiring signatures. In the case of the partnership, the signature of at least one general Partner is required. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of Business and Professions' Code. The Contractor shall state his license number and classification in the proposal. Plans, Special Provisions, and Contract Documents may be obtained at the office of William P. Ficker, 550 ilewrort Center Drive, Suite 875, Newport Beac, California. A deposit of $30.00 will be required for each set of plans and specifications. The deposit will be returned only upon return of the documents complete and in good condition within five (5) days after bid opening. A non - refundable charge of $2.00 will be required for each set • of City of Newport Beach Standard Specifications. The City of Newport Beach reserves the right to reject any or all bids and to waive any informality in such bids. Page 1 of 2 0 0 • 0 In accordance with the provisions of Article 2, Chapter 1, Part-7 of the California Labor Code (Sections 1770 et seg.), the City Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in Resolution No. 6982, adopted May 12, 1969. A copy of said resolution is available in the office of the Citv Clerk. All parties to the contract shall be governed by all pro- visions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). The City has adopted the Standard S ecifications for Public Works Construction (1970 Edition an upp ements ) as prepared by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Ave., Los Angeles, California 90034, (213) 870 -9871 Page 2 of 2 INSTRUCTIONS TO BIDDERS �. A. EXAMINATION OF DOCUMENTS: Before submitting proposal each bidder shall examine contract documents in order that he may be fully informed as to materials, labor and workmanship re- quired and conditions under which they must be furnished and placed. B. EXAMINATION OF SITE: Bidders shall visit and carefully - examine t e site of pronosed work and acquaint themselves with conditions under which work will be performed and nature and extent of the work involved. C. DISCREPANCIES: Should discrepancies exist on drawings or specifications, contractors shall .call discrepancy to the attention of the architect for clarification. D. SUBMISSION OF BIDS: Proposal must be made on blank form of pronosal attached. One (1) copy shall be removed from speci- fications, filled in and enclosed in sealed envelope and addressed "Proposal For General Construction — Newport Center Fire Station Contract No. C1266 ". Proposal must be submitted as described in the "Notice Inviting Bids ". E. BONDS: Each bidder shall include all charges for furnishing a performances bond in sum of 50% of contract 'price and a • labor and material bond in sum of 50" of contract price. Forms shall be found in this specification. F. APPROVED EQUALS: If bidders wish to submit any item for approval as equal to that specified, such submission shall he made in writing to architect not later than 30 days after award of contract. G. AWARD AND EXECUTION OF CONTRACT: Upon award of contract, bidder to whom award is made will be notified. lie shall, within ten (10) calendar days from date of notification, execute the agreement. N. CONSTRUCTIOP' TIME: Contractor shall indicate the number of calendar days required to complete the pr000sed work. "EPHIT FEES: All permit fees normally charged by the City wilbe waived, extent that the Contractor and all Subcon- tractors must possess valid City Business Licenses. PROPOSAL CONTRACT NO. C -1266 TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH, CALIFORNIA The undersigned declares that he has carefully examined the loca- tion of the proposed work, that he has examined the plans and specifications Prepared by William P. Ficker, Architect and read the accompanying instructions to bidders, and hereby proposes to furnish all material and do all work required to complete the work in accordance with said plans, the standard specifications of the City of Newport Beach, and the special provisions, and that he will take in full payment, therefore, the following price complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION TOTAL NO, AND AMT. UNIT PRICE WRITTEN IN WORDS PRICE 1. Lump Sum Base Bid - General Construction $ 369,000.00 2. Lump Sum Alternate No. 1 - Carpeting Deduct$ 4,830.00 3. Lump Sum Alternate No. 2 - Bunks and Lockers Deduct$ .13,395.00 • 4. Lump Sum Alternate No. 3 - Sacked Finish Add $ 15,000.00 A. Unit Price: See Special Conditions Depth of Caisson Add Per Foot Deduct Per Foot $ 4.30 TOTAL BID, INCLUDING ITEMS NO. 1, 2 and 3 (only) TOTAL PRICE WRITTEN WORDS Three hundred fifty thousand, seven hundred • _ Seventy-five DOLLARS $ 350,775.00 The undersigned estimates that work will be substantially complete :iithin 200 calendar days. Page 1 of .2 0 The undersigned agrees that in case of default in executing.the required contract with necessary bonds within ten (10) days, not including Sunday, after having received notice that the contract is ready for signature, the oroceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in Accordance with the Statutes of the State of California providing for the Reoistration of Contractors, License No. 64580 Classification A, SB -1 Accompanying this proposal is Bid Bond Cash, Certified Check, Cashier's Check or Bond) in an amount not less than 10 percent of the total bid price. The undersigned is aware of the Provisions of Section 3700 of the Labor Code which require every emDloyer to be insured against liability for workmen's Compensation or to undertake self- insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this contract. (213) 634 -7141 or j213T 774 -1041 ALEX ROBERTSON COMPANY Phone Number bidders Name (SEAL) WIRins ,• ' 1 D. 14507 S. Paramount Blvd, /S L Evere Davis Authorized Signature Everett Davis, Vice President /s/ Barbara Grinnel, Secretary Authorized Signature B. Grinnel, Secretary Paramount, California 90723 Eidders Address yope of Organization (Individual, Corporation, Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names'of all co- partners if a co- partnership: Alex Robertson -Jr. Everett Davis J. D_ Jenkins B_ Grinnell President Vice President Vice President - Treasurer Secretary • Addendum No. 1 dated October 1, 1970 is acknowledged. Page 2 of 2 Page 3 • DESIGNATION OF SUB - CONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work Sub - contractor Address 1. ASPHALT PAVING ALLIED SANTA ANA 2. PRECAST - PRESTRESSED CONCRETE 3. FINISHED CARPENTRY 4. ROOFING COAST LONG BEACH 5. GLASS /GLAZING ARROW SANTA ANA 6. DRYWALL ATLAS LONG BEACH • 7. RESILIENT FLOORING NODAR BUENA PARK 8. PAINTING EMPIRE GARDEN GROVE 10. HEAT /VENT GENERAL SANTA ANA 11. ELECTRICAL 12 ALEX ROBERTS N COMPANY Bi der s Name /s/ Everett Davis Authorized Signature Everett Davis, Vice President f.ORPORATI ON Type of Organization (Individual, Co- partnership or Corp) • 14507 S_ Paramount Blvd_ Paramount, California 90723 Address FOR ORIGI &, SEE CITY CLERK'S FILE COPY • Page 4 • BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, ALEX ROBERTSON COMPANY , as Principal, and THE TRAVELERS INDEMNITY COMPANY , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of TEN PERCENT (10 %) OF THE AMOUNT BID IN - Dollars ($ , lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of NEWPORT CENTER FIRE STATION in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting • Bids" within ten (10) days (not including Saturday and Sunday) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 6th day of OCTOBER , 1970 . Corporate Seal (If Corporation) ALEX ROBERTSON COMPANY Principal (Attach acknowledgement of BY: /s/ Everett Davis Attorney in Fact) verettl §vis, Vice Fresidenf ' „ ' Commission Expires May 26, 1973 THE TRAVELERS INDEMNITY COMPANY Surety • BY Js/ Donald E. Rapp. Title ATTORNEY -IN -FACT PAGE 5 • LABOR AND MATERIAL BOND BOND NO. 1716867 KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH) STATE OF CALIFORNIA, BY MOTION ADOPTED October 19 1970 HAS AWARDED TO ALEX ROBERTSON COMPANY , HEREINAFTER DESIGNATED AS THE "PRINCIPAL"" A CONTRACT FOR NEWPORT CENTER FIRE STATION IN THE CITY OF NEWPORT BEACH) IN STRICT CONFORMITY WITH THE DRAWINGS.AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY ,CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON) FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND,, THE SURETY ON TH13 BOND WILL 'PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: is NOW, THEREFORE, WE ALEX ROBERTSON CWANY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND THE TRAVELERS INDEMNITY COMPANY AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF ONE HUNDRED SEVENTY FIVE THOUSAND, THREE HUNDRED EIGHTY SEVEN AND 501100 - - - - - - - DOLLARS ($- 175.0387_50 SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SU8CON- TRACTORS1 FAIL TO PAY FOR ANY MATERIALS, PROVISIONS] PROVENDER, OR OTHER SUPPLIES, OR TEAMS, USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPOCT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETI.ES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE .ATTORNEY'S FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE.OF CALIFORNIA. PAGE 6 . (LABOR AND MATERIAL BOND CONTINUED) L_J THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIE3p AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR A331GNS IN ANY SUIT BROUGHT UPON THIS BONDS AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETYp FOR VALUE RECEIVEDp HEREBY STIPULATES AND AGREES THAT NO CHANGE EXTENSION OF TIMES ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SMALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BONDS AND IT DOES HEREBY WAIVE NOTICE OF ANY SUCH CHANGES EXTENSION OF TIMES ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE- SPECIFICATIONS, IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUALS IT 13 AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMEDS ON THE 29th DAY OF ,.00TOBER 1900 premium for this bond is included _ ALEX ROBERTSON COMPANY (SEAL) -, in the performance bond. •- 'Je nkins, Vice Preside4t- Treasurer tSEAL) ONTRACTOR APPROVED AS TO FORM: C Y ATTO Y THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON • DATE ATTEST: CITY `CLERK `SEAL) SURETY I State of CALIFORNIA County of LOS ANGELES SS. On this— 29th day of OCTC EI , 19_7Q before me personally came to me known, who being by me duly sworn, did depose and say: that he is Afforney(s)- in -Facf of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument; that he know(s) the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority • granted to 'him in accordance with the fly -Laws of the said Corporation, and that he signed his name thereto b like authority. ity. IIIIINIIIIIIIIIIWYy111XI1ty. 11N11111111111111111111111111111XIryryI1NIF111 OFFICIAL SEAL [ Judith A. Kindler s' r Notary Puulic - :.:...fornla { O ) ub$[% Principal Cit.' in Los Angeles County L,My Commission Expires May pis, 19`7,73 My commission expires 64IIR RW. 21W PRINTED IM U.S.F. • PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT PAGE 7 BOND NO. 1716867 WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED October 19. -1970 HAS AWARDED To _ ALEX ROBERTSON COMPANY HEREINAFTER DESIGNATED AS THE "PRINCIPAL ", A CONTRACT FOR NEWPORT CENTER FIRE.STATION IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT) • NOW, THEREFORE, WE, ALEX ROBERTSON COMPANY AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR% AND THE TRAVELERS INDEMNITY COMPANY AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF THREE HUNDRED FIFTY THOUSAND, SEVEN HUNDRED SEVENTY FIVE AND NO /100 - - - - - - - DOLLARS ($ 350,775.00 ), SAID SUM BEING EQUAL TO 100% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS; EXECUTORS AND AD- MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BE THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED 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, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. • • • PAGE S (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED,.HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CON* TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT 15 AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOFy THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 29th DAY OF OCTOBER 19CK70 PRENCUM FOR THIS BOND IS $2,630.00 APPROVED AS TO FORM: TY ATTO ALEX ROBERTSON COMPANY CSTAO BY: (_SEAL).- -- :::�renkins, Vice President - Treasurer / SEAL) CONTRACTOR 1L) 1L)- • State of CALIFORNIA County of LOS ANGELES ss. On this— 29th day of OCTOBER , 19--IQ before me personally came to me known, who being by me duly sworn, did depose and say: that he is Attorneys) -in -Fact of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument; that he know(s) the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority granted to him in accordance with the By -Laws of the said Corporation, and that he signed hi s name thereto by like authority. OFFICIAL SEAL Judith A. Kindler Notary Public - (X.iornle Principal Off cc in Los Angeles County sy Commission Expires May 28, 1973 54941 (N Lary Public) My commission expire' nnninuumwnnuwnnmm�imnOFFI nnnuL SEAnnninunn 0 0 Page 9 • NON- COLLUSION AFFIDAVIT The bidders, by its officers and agents or representatives present 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 NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any 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 directly or indirectly, entered into any arrange- ment 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 by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or material - man which is not processed 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 induce- ment or 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 whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomesoever to pay, deliver to, or share with any other person in any way or manner, • any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me by this 6th day of octnher , 1970 . My commission expires: March 18, 1970 is ALEX ROBERTSON COMPANY �s/ Everett Davis Everett Davis, Vice President /s/ Barbara Grinnell Barbara Grinnell, Secretary William M. Cissna Notary Public I FOR ORIG#L, SEE CITY CLERK'S FILE COPY • Page 10 • STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. 0 • Signe 0 0 Page 10a • TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. 1969 STRATOFLEX, INC. Mr. Al Bowie 714 - 540 -7630 Santa Ana, California Concrete Tilt -Up Industrial Building 1969 MONARCH MARKING SYSTEMS Mr. Robert Macdonald 714/839 -0511 Garden Grove, California Concrete Tilt -Up Industrial Building 1969 GENERAL TELEPHONE COMPANY Mr. Emery Simon, Jr. 213/451 -6464 Long Beach, California • Two -S-try Addition to Market Central Office Building 1968 CITY OF SAN DIEGO Mr. Jim Casey 714/278 -9200 COUNTY ENGINEER DEPARTMENT Mr. Bill Gerhard San Diego. California Multi -Pur ngeSSports Stadium 1071 GOLDEN RAIN FOUNDATION OF Mr. Jim Cassi 714/837 -3550 (Proposed) LAGUNA HILLS Laguna Hills. California Clubhouse No. 3. 850 Seat Auditorium /s/ Everett Davis �' g e - Everett Davis, Vice President • k C O N T R A C T PAGE II THIS AGREEMENT, MADE AND ENTERED INTO THIS L,HDAY OF 2DUE/jii3E/Q , I jf7v, BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND ALEX ROBERTSON COMPANY HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART, WITNESSEITH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; I. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF NEWPORT CENTER FIRE STATION AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY ), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID • PLANS AND SPECIFICATIONS. 'L. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LO$ AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PRDSECV- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SMALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND OOES:HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO 00 THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTORS PROPOSAL, AND • THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR- TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS,AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT. 2/7/67 . PAGE 12 5- PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIA, THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF •WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROMTHE PERFORMANCE OF THE CONTRACT OR WORK, REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE CAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: CITY CL K • APPROVED AS TO FORM: CITY ATT IEY • CITY OF NEWPORT BEACH, CA FORNI BY: V ' MAYOR (SEAL) BY: D Jenkins _ it Drac iriant_Tro dcur`or - �_ `B�r: �0 Barbara Grinnell Sprrpta ITLE Note: The amount of this contract is the base bid plus alternates one and two making a total lump sum of $350,775.00. RES.0LVP10E = J*. 7301 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH AWARDING A CONTRACT FQR THE CONSTRUCTION OT TEE N210 0T CENTER FIRE STATION, Contract No. 1266 WE$p,£A.S, pursuant to the notice invitino bids for vOrk.in connection with the construction of the Newport Center Fire Nation, in accordance with the plane and specifications heretofore adopted, bids were received on the 6th day of Octobw, 1970, and publicly opened and declaredy and wTiBRRAS, the low bidder, J. Ray Construction Company, has withdrawn its bid with the consent of the City Council, and it appears that the second lowest responsible bidder therefor is ALEX ROBERTSON COMPANY, General Contractorsp NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Newport Beach that the bid of ALEX ROBERTSON COMPANY for the construction of the Newport .Center Fire Station base building, less carpeting, bunks and lockers, in the amount of $350,775. 00 be accepted, and that the contract for the described work be awarded to said bidders BE IT FURTHER RESOLVED that the Mayor and City Clerk are hereby authorized and directed to execute a contract in accordance with the specifications, bid and this award on behalf of the City of Newport Beach, and that the City Clerk be directed to furnish an executed copy to the successful bidder. ATTEST: C ty Clerk ADOPTED this 19th day of October, 1970. Mayor THSiadw lOj2$/74 VC- OT �` c i ALEX ROBERTSON 14507 South Paramount Boulevard • Paramount, California 90723 AUTHORIZATION E C O M P A N Y GENERAL CONTRACTORS • (213) 774 -1041 • 634 -7141 This will certify that J. D. Jenkins, Vice President and Treasurer of the Alex Robertson Company, is duly authorized by the By-Laws of the Corporation to execute in the name of and on behalf of Alex Robertson Company contracts, bids, and related bid and performance bonds. IN WITNESS WHEREOF, the signature of the Secretary and the seal of this Corporation are offixed this 2nd day of November, 1970. jCorporate Seal) Barbara Grinne „, Secretory / Alex Robertson Company r I I i OTIFICATE OF INSURANCE • ,CITY OF NEWPORT BEACH ,3300 WEST NEWPORT BOULEVARD ,NEWPORT BEACH, CALIFORNIA ATTENTION: CITY CLERK y: Date: OCTOBER 29, 1970 Job: All Operations of the Insured INCDOING NEWPORT CENTER FIRE STATION &SEE REVERSE SIDE INSURED: ALEX ROBERTSON COMPANY P.O. BOX 228, Paramount, California 90723 THIS IS TO CERTIFY AS TO THE EXISTENCE OF INSURANCE WITH PACIFIC IN- DEMNITY C014PA14Y AND /OR HARBOR INSURANCE COMPANY AS DESCRIBED BELOW: I. WORKMEN'S COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE POLICY NO. PF$ 559YED AS 70 F N1 EFFECTIVE FROM: 311170 to 3/1/71 Dated: / /l /0 70 _j PACIFIC INDEMNITY COMPANY -6AT* -A f RNEY, BY MIN 01 SY C3AOU 3V II. COMPREHENSIVE GENERAL LIABILITY INSURANCE POLICY NO. LAC 201191 EFFECTIVE FROM: 3 -1 -69 TO 3 -1 -72 PACIFIC INDEMNITY COMPANY POLICY NO. 107382 EFFECTIVE FROM: 3 -1 -69 TO 3 -1 -72 HARBOR INSURANCE COMPANY LIMIT OF LIABILITY: $2,000,000.00 COMBINED SINGLE LIMIT PER- SONAL LIABILITY AND BROAD FORM PROPERTY DAMAGE LIABILITY IN- CLUDING GENERAL OPERATIONS, BLANKET WRITTEN CONTRACTUAL, OWN- ER'S AND CONTRACTOR'S PROTECTIVE, COMPLETED OPERATIONS, AND OWNED, HIRED AND NON - OWNED AUTOMOBILE LIABILITY INSURANCE. Note: PACIFIC INDEMNITY COMPANY'S PORTION OF THE ABOVE MENT- IONED COVERAGE IS AS FOLLOWS: PERSONAL INJURY $20,000.00 EACH PERSON $20,000.00 EACH OCCURRENCE AUTOMOBILE PROPERTY DAMAGE: •$5,000.00 EACH OCCURRENCE PACIFIC INDEM1ITY COMPANY HARBOR INSURANCE COMPANY I3Y e. ,"* - THE FOLLOWING ENDORSEMENT IS ATTACHED - -TO EACH OF.TH -E ABOVE POLICIES- "IT _IS AGREED,_THIS_POLICY MAY-_NOT:BE.CANCELLED NOR .THE, LIMITS OF LIA- BILITY REDUCED UNTIL THE COMPANY HAS ilAILE -D WRITTEN NOTICE TO EACH CERTIFICATEHOLDER STATING WHEN (NOT LESS THAN TEN (10) DAYS THERE - AFTER).SUCH CANCELLATION -OR REDUCTION SHALL BE EFFECTIVE. DELIVERY OF SUCH NOTICE ON BEHALF OF THE COMPANY SHALL BE EQUIVALENT TO MAIL- ING." For further information contact: Agent: ALLEN T. ARCHER CO. 3200 Wilshire Boulevard Los Angeles, California 90005 Telephone (213)385 -2861 f - • 'IVfllOVSlNOO HIVOMEW000`009 slOnaolla alvonoov'000`oos aAnosioxa aiwauoov'000`oos lNaaI00V HOVH'000`OOTS sloaaoxa al 9mov- '000`oos M(II00V Hova 0000`005 NOSITHa HOVH 0000105ZS :SMo'I'IOa Sv nv • HDVWVa IIUSaOHa HIVHa 'IVMSaI00V UO IMMI ITIaDU SIHI lIOa II7'IIMU a0 SIUM 'sOV9MOD NI Nomnaaa HO NOIIvTIaONVo was a0 aOISAN Nzimun anaSSI0au V a0 `VINSOaI'IVO `HOVaE MOaMHN `TIVH IIIO `HOVHS moaMam 30 IIIO sill aO ?IHS'I0 IIIO am Ia laIaoaa unit/ SIVa (oT) Hsi ZIINO ssavz of aaf+IOTIV IOI'IOa HHI LION `aaJNVHO XUTfIHHM `aHTISONVO aU SAN 7,YK SHaaHS HIVOIaIllIaO SIHI H0I14M 01 IOTIOa sill IVHI aaaHOV aNV a00ISHaaNIl AHSliaH SI lI `saHlllna 'NOIIVIS HHIa XHINSO lllodmm :l0aroud ONIMOTIoa Sill No asimsmi aaldvN aHl ao sNoimHao zRi ao Z00 oNIsIHV III'IIHVI'I INv siDuasax sv IzHTos ma `aallfismi TdNOISIQav sv awn sI HOvaa idojmx a0 IIIO mu :INVcTNDD HONVSIISNI HOU'UH sill a0 ZS£LOT HSZKM IOI'IOa aNV INVdMO IIINNSONI OIJIOVa MU aO T6TTOZ ovI aagwnN IOPIOa of aaaav sI mamsuoms 9NIMOTIOa vi A L E X R O B E R T S O N 1 COMPANY I am aware of and will comply with Section 3700 of the Labor Code, requiring every employer to be insured against liability for workmen's compensation or to undertake self - insurance before commencing any of the work. dent - Treasurerl `� • • i .: November 1570 TO: CITY CLERK ' FROM: Public Works Department SUBJECT: NEWPORT CENTER FIRE STATION, C -1266 " Attached are documents. by the City, Public Works department. copieS`of Ae subject contract 4ill yoase have these executed retalnyftr copy and return the and,Contractor's cbpy to our L Kenneth L. perry Assistant City Engineer KLP /em Att: A: j PROPOSAL CONTRACT NO. C -1266 TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH, CALIFORNIA { The undersigned declares that he has carefully examined the loca- tion of the proposed work, that he has examined the plans and specifications prepared by William P. Ficker, Architect and read the accompanying instructions to bidders, and hereby proposes to furnish all material and do all work required to complete the work in accordance with said plans, the standard specifications of the City of Newport Beach, and the special provisions, and that he will take in full payment, therefore, the following price complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION NO. AND AMT. UNIT PRICE WRITTEN IN WORDS 1. Lump Sum Base Bid - General Construction 2. Lump Sum Alternate No. 1 - Carpeting 3. Lump Sum Alternate No. 2 - Bunks and Lockers • 4. Lumo Sum Alternate No. 3 - Sacked Finish • A. Unit Price: See Special Conditions Depth of Caisson TOTAL BID, INCLUDIN?. ITEMS NO TOTAL PRICE WRITTEN WORDS i a TOTAL PRICE s`3Mq 0,S6' Deduct$ 4/��3S, Deduct$ 15 9s;'s Add $ /5; DD6 e p 2`1 Add Per Foot $Zy Deduct Per Foot $ 1, 2 and 3 (only) e o DOLLARS C ` S O, 717\51 5. The undersigned estimates that work will be substantially complete within 200 calendar days. Page i of 2 p ,m I` l The undersigned agrees that in case of default in executing the required contract with necessary bonds within ten (10) days, not including Sunday, after having received notice that the contract is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in Accordance with the Statutes of the State of California providing for the 2eoistration of Contractors, License No. 64580 Classification A, SB -1 Accompanying this proposal is Bid Bond Cash, Certified Check, Cashier's Check or Bond) in an amount not less than 10 percent of the total bid price. The undersigned is aware of the Provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Workmen's Compensation or to undertake self - insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this contract. 13) 634 -7141 or (213) 774 -1041 ALEX ROBERTSON COKPANf Phone Number Bidders fume = esEfk) • October 6, 1970 !.otl Date Authorized Signature J __ katt Dam, Vice We$ident 14507 S. Paramount Blvd. / Authorized Signature B. Grinnell, Secretary Paramount, California 90723 Corporation Bidders Address Type of Organization (Individual, Corporation, Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnership: Alex Robertson, Jr. President Everett Davis Vice President J. D. Jenkins Vice President- Treasurer B. Grinnell Secretary • Addendum No. 1 dated October 1, 1970 is acknowledged. i Page 2_ of 2 z> 0 DESIGNATION OF SUB - CONTRACTORS 0 Page 3 The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work Sub - contractor 1.ASPHALT PAVING 2.- PRft- AS- T— P-RfS-T-Rf-SSE-B -£-ONC. --- ..._._....... -- Address 4. ROOFING 6c' L 5.GLASS /GLAZING 6. DRYWALL 7.RESILIENT FLOORING 10.HEAT /VENT 11: Ed;'IAi� 12 ALEX ROBERTSON COMPANY Bidder's Name 1?: i / _U� Auth r1 ze -C-S'i gnature Everett Davis, Vice President CORPORATION Type of Organization (Individual, Co- partnership or Corp) . 146n7 S. Parammint Rlvd_ Paramount, California 90723 Address • BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, ALEX ROBERTSON COMPANY and THE TRAVELERS INDEMNITY COMPANY Page 4 BOND NO. 1644136 as Principal, as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of TEN PERCENT (10 %) of THE AMOUNT BID IN - Dollars ($ ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of NEWPORT CENTER FIRE STATION in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting •Bids" within ten (10) days (not including Saturday and Sunday) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 6th day of OCTOBER 19 70. Corporate Seal (If Corporation) ALEX ROBERTSON COMPANY rinci = (Attach acknowledgement of BY: -- Attorney in Fact) Everett Davis, Vice President By Title • • 6 b o � � d MJ o.- C� N .a 0 State of CALIFORNIA ss. County of LOS ANGELES On this— 6th day of OCTOBER , 19-10, before me personally came DONALD E. RAPP to me known, who being by me duly sworn, did depose and say: that he is Aftorney(s) -in -Fact of The Travelers Indemnity Company, the Corporation described in and which exerted the foregoing instrument; that he know(s) the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority granted to him in accordance with the By-Laws of the said Corporation, and that he signed his name theret%UlW1AstaPRN#MjtjlM 111111 „I....................................I _ OFFICIAL SEAL C._ _ a Judith A. Kindler ° Notary public - Go::ornia = Principal off ca :n - ( Noaoy) Public) Los Angeles County = e My Commission Expires May 28 1973 1aM. w... a.... l., ll.. w.....,. 1., 1. 11,....... l... l�l ........l...l....f.....w,,.NNWw My commission expires S-4” itw. 2-53 PRINTED 11 Y.$... NON - COLLUSION AFFIDAVIT The bidders, by its officers and agents or representatives present at the time of filing this bid, being duly shorn 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 NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any 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 directly or indirectly, entered into any arrange- ment 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 by the attached bids;' that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or material - man which is not processed 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 induce- ment or 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 whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomesoever to pay, deliver to, or share with any other person in any way or- :manner, any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me by this <� r/ day of Q „ -f xr l_ , 19 ;7o toy commission OFFICIAL SEAL .;O Ate. Y'UaLIC CA; IFORNIA FR:D:JIYAL OF'm CE IN LOS - >idG dl. ES COUNTY P,1, c:,-rnits en ic;,: cs fViarch 18. 1974 ALEX ROBERTSON COMPANY Everett Davis Notary Public • • STATEMENT OF FINANCIAL RESPONSIBILITY 0 Page 10 The undersigned submits herewith a statement of his financial responsibility. ALEX ROBERTSON COMPANY BALANCE SHEET AUGUST 31, 1970 Cash Accounts Receivable Work in Progress (Less Prog. Billings) Prepaid Expenses, Total Current Assets Property, Plant and Equipment (Net) Other Assets Notes Payable • Accounts Payable Other Accruals Total Current Liabilities Long Term Contracts Payable Deferred Income Tax Total Liabilities Stockholder's Equity (Including Retained Earnings) $ 307,611 869,652 1,323,219 83,297 2,583,779 961,299 121,735 3,666,813 500,000 1,029,991 605,815 2,135,806 106,094 154,719 2,396,619 1,270,194 3,666,813 . J./K /�e/" ns, Vice President- Treasurer . • • Page 1 O . TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. 1969 STRATOFLEX, INC. Mr. Al Bowie 714/540 -763n Santa Ana, California Concrete Tilt -Up Industrial Building 1969 MONARCH MARKING SYSTEMS Mr. Robert K. Macdonald 714/839 -0511 Garden Grove, California Concrete Tilt -Up Industrial Building 1969 GENERAL TELEPHONE COMPANY Mr. Emery Simon, Jr. 213/451 -6464 Long Beach, California Two -Story Addition to Market Central Office Buildi CITY OF SAN DIEGO Mr. Jim Cas COUNTY ENGINEER DEPARTMENT Mr. Bill Gerhard San Diego, California Multi- Purpose Sports Stadium 714/278 -92 1971 GOLDEN RAIN FOUNDATION OF Mr. Jim Cassi 714/837 -3550 (Proposed) LAGUNA HILLS Laguna Hills, California Clubhouse No. 3, 850 Seat Auditorium • -S'gn-0 Everett Davis, Vice President N �j nZ C.Z L= Q.. LAJ M& m§ w_-_ alk A IL Q, lk � � � � � [ | �. � � % � �> | � | | | , | | | � � � � \ a� � ! � � \ � % \ � . � j \ / / � ` | � � & � k g | | C�s KS � � . � | | | | �� i� i Page 3 DESIGNATION OF SUB - CONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work Sub - contractor Address I 3. 4. 5. 6. 7 8 9 10 11 12 Bidders Name Authorized Signature Type of Organization (Individual, Co- partnership or Corp) Address BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, and Page 4 as Principal, as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Dollars ($ ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting Bids" within ten (10) days (not including Saturday and Sunday) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this day of 19 Corporate Seal (If Corporation) Principal (Attach acknowledgement of Attorney in Fact) z Title PAGE 5 LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED HAS AWARDED T HEREINAFTER DESIGNATED AS THE "PRINCIPAL"" A CONTRACT FOR IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWING3.AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON., FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND, THE SURETY ON TH13 :80ND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: NOW, THEREFORE, WE AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF DOLLARS ($ .), SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON- TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES, OR TEAMS, USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE ATTORNEYS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE.OF CALIFORNIA. LABOR AND MATERIAL BOND - CONTINUED) PAGE 6 THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES; AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY, FOR VALUE RECEIVED; HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME; ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS 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, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF; THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAKED; ON THE DAY OF • 196 . (SEAL) (SEAL) (SEAL) CONTRACTOR (SEAL) (SEAL) (SEAL) SURETY APPROVED AS TO FORM= CITY ATTORNEY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON DATE ATTEST% CITY CLERK PAGE 7 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED HAS AWARDED TO HEREINAFTER DESIGNATED AS THE "PRINCIPAL ", A CONTRACT FOR IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE 114 THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT; NOW, THEREFORE, WE, AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF DOLLARS 0 ), SAID SUM BEING EQUAL TO: OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD- MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BE THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE T114E AND IN THE MANNER THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT:AND MEANING, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. Page 9 NON- COLLUSION AFFIDAVIT The bidders, by its officers and agents or representatives present 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 NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any 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 directly or indirectly, entered into any arrange- ment 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 by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or material - man which is not processed 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 induce- ment or 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 whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomesoever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me by this day of , 19 My commission expires: Notary Public Page 10 STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. Signed Page l0a TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year eted For Whom Performed (Detail) Person to Contact Telephone No. Signed PAGE II C O N T R A C T THIS AGREEMENT, MADE AND ENTERED INTO THIS DAY OF , 196 , BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSEITH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; 1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR) TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY , AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. Z. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOS AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN.CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOES:HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR'S PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR- TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS.AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT. 2/7/57 PAGE 12 5. PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIA, THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 5. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROMTHE PERFORMANCE OF THE CONTRACT OR WORK, REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: CITY OF NEWPORT BEACH, CALIFORNIA BY: MAYOR CITY CLERK BY: APPROVED AS TO FORM: CITY ATTORNEY CONTRACTOR ITLE ITLE (SEAL) J 0 • YDµ.. Pages. DIVISION 3 DIVISION 4 DIVISION 5 DIVISION 6 CONCRETE 1 - 3 BIDDING REQUIR''Il S '. 3 -A. Concrete Formwork Notice Invitinq B1 1 - 2 Instructions to Bidders.. 1 or:ly Proposal 1 -.2. .Designation of Sub- Contractdrs 1 only Bidders Bond 1 only Labor and Material Bond 1 - 2 Performance Bond 1 - 2 Non- Collusion Affidavit 1 - 2 Technical References 1 only Contract DIVISION 1 GENERAL REQUIREMENTS Section 1 -A General Conditions 1 only , Section 1 -B Supplementary General Conditions 1 - 12 Section 1 -C Snecial Conditions 1 -'4 Section 1 -D Temporary Facilities 1 - 2 Section 1 -E Clean -Up and Disposal 1 - 2 DIVISION 2 SITE WORK Section 2 -A Earthwork I - 5 Sectio.n 2 -H Asphalt Concrete Paving I - 4 DIVISION 3 DIVISION 4 DIVISION 5 DIVISION 6 CONCRETE 1 - 3 Section 3 -A. Concrete Formwork Section 3 -B Reinforcing Section 3 -C Concrete Section 3 -D Precast Prestressed Concrete MASONRY Not Required, METALS: STRUCTURAL AND MISCELLANEOUS' Section 5 -0 Miscellaneous Metal Section 5 -E Ornamental Metal CARPENTRY Section 6 -A Rough Carpentry Section 6 -B Finish Carpentry,.Cabinets and Millwork TABLE OF 'CONTENTS 1 - 5 1 - 3 1 - 12 1 - 4 1 _'3 1 - 3. 1 - 5 1 - 3 0 CONSULTANTS: STRUCTURAL John A. Martin & Associates 17781 Sky Park Circle Irvine, California PLUMBING & MECHANICAL Baum and Associates 1622 East 17th Street Santa Ana, California ELECTRICAL Fredrick Brown Associates 3848 Campus Drive, Suite 212 Newport Beach, California 0 SPECIFICATIONS For CONSTRUCTION OF: NEWPORT CENTER FIRE STATION Newport Center Newport Beach, California For CITY OF NEWPORT BEACH West Newport Boulevard Newport Beach, California s. s Ql. i l Job No. 700101 i „j Oath: September 1, 197U �.I r1 U DIVISION 4 MASONRY Not Required. DIVISION 5 !?ETALS: STRUCTURAL AND MISCELT.ANEOUS Section 5 -D Miscellaneous Metal 1 - 3 Section 5 -E Ornamental Metal 1 - 3 DIVISION 6 CARPENTRY Section 6 -A Rough Carpentry 1 - 5 Section 6 -B Finish Carpentry. Cabinets and Millwork 1 - 3 TABLE OF CONTENTS Page 1 of 3 a TABLE OF CONTENTS • Pages BIDDING, REOUIREMEpt;TS Notice Invitinn Bids 1 - 2 Instructions to Bidders 1 Orly Proposal 1 - 2 Designation of Sub - Contractors 1 only Bidders Bond 1 only Labor and Material Bond I - 2 Performance Bond 1 - 2 Non- Collusion Affidavit 1 - 2 Technical References 1 only Contract_ 1 - 2 DIVISION 1 GENERAL REQUIREMENTS Section 1 -A General Conditions 1 only . Section 1 -B Supplementary General Conditions 1 - 12 Section 1 -C Snecial Conditions 1 - 4 Section I -D Temporary Facilities 1 - 2 Section 1 -E Clean -Up and Disposal 1 - 2 DIVISION 2 SITE WORK Section 2 -A Earthwork 1 - 5 • Section 2 -H Asphalt Concrete Paving 1 - 4 DIVISION 3 CONCRETE Section 3 -A. Concrete Formwork 1 - 5 Section 3 -B Reinforcing 1 - 3 Section 3 -C Concrete 1 - 12 Section 3 -D Precast Prestressed Concrete 1 - 4 r1 U DIVISION 4 MASONRY Not Required. DIVISION 5 !?ETALS: STRUCTURAL AND MISCELT.ANEOUS Section 5 -D Miscellaneous Metal 1 - 3 Section 5 -E Ornamental Metal 1 - 3 DIVISION 6 CARPENTRY Section 6 -A Rough Carpentry 1 - 5 Section 6 -B Finish Carpentry. Cabinets and Millwork 1 - 3 TABLE OF CONTENTS Page 1 of 3 DIVISION 7 MOISTURE PROTECTION 9 -8 Drywall Section 7 -C Insulation 1 - 2 • Section 7 -F Membrane_Roofinq 1 - 3 Section 7 -G Sheet Metal 1 - 2 Section 74 Roof Accessories 1 only Section 7 -K Caulking and Sealing 1 - 3 DIVISION 8 DOORS, WINDOWS AND GLASS lO -A Miscellaneous Section B -A Hollow Metal Doors and Frames I - 2 Section R -E Wood Doors i - 3 Section 8 -C Glass and Glazing I - 2 Section 8 -D Aluminum Windows & Storefront I - 4 Section 8 -F Finish Hardware 1 - 8 Section 8 -G Overhead Doors 1 - 3 DIVISION 9 FI ?DISHES Section 9 -8 Drywall 1 - 3 Section 9 -C Ceramic Tile 1 - 3 Section 9 -F Acoustical Ceilings 1 - 3 Section 9 -H Resilient Flooring 1 - 3 Section 9 -L Painting 1 - 7 DIVISION 10 SPECIALTIES Section lO -A Miscellaneous I - 2 Section 10 - -C Toilet Compartments 1 only . Section 10-3 Identifying Devices 1 - 2 Section 10-S Toilet Accessories I - 2 n u DIVISION 11 EOUIPMENT Section 11 -F Kitchen Equipment 1 only DIVISION 12 FURNISHTNAS Section 12 -A Carpeting DIVISION 13 SPECIAL CONSTRUCTION Not Required DIVISION 14 CONVEYING SYSTEMS Not Required DIVISION 15 MECHANICAL Section 15 -A, Plumbing I - 14 Section 15 -B Heating, Ventilating and Air Conditioning 1 - 11 TABLE OF CONTENTS Page 2 of 3 _,. �r 1I • DIVISION 16 -- ----_. E L E C__ -_,- r R I C g L • Section 16 -A Electrical ARCHITECTU. °,AL DETAILS (Bound in Separate 8 -1/2 x 11 Volume) TABLE or 1 - 20 CITY OF NEWPORT REACH, CALIFORNIA NTOICE INVITING BIDS • SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport Beach, California until 10:00 a.m., on the oth'day of October 1970 , at which time they will a opene and read, for performing work as follows: NEWPORT CENTER FIRE STATION CONTRACT C -1266 No bid will be received unless it is made on a proposal form furnished by the Public Works Department. Each bid must be accompanied by cash, certified check or Bidder's Bond made payable to the City of Newport Beach, for an amount equal to at least 10 percent of the amount of bid. The documents include within the sealed bids which require comple- tion and execution are the following: A. B. C. 0. E. • F. Proposal Designation of Subcontractors Bidder's Bond Non- collusion Affidavit Statement of Financial Responsibility Technical Ability and Experience References The documents shall be affixed with the appropriate signatures and titles of the oersons signing on behalf of the bidder. For corpor- ations, the signatures of the President or Vice - President and Secretary or Assistant Secretary are required and the Corporate Seal shall be affixed to all documents requiring signatures. In the case of the partnership, the signature of at least one general Partner is required. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of Business and Professions' Code. The Contractor shall state his license number and classification in the proposal. Plans, Special Provisions, and Contract Documents may be obtained at the office of William P. Picker, 550 Newport Center Drive, Suite 875, Newport Beac', California. A deposit of $30.00 will be required for each set of plans and specifications. The deposit will be returned only upon return of the documents complete and in good condition within five (5) days after bid opening. A non - refundable charge of $2.00 will be required for each set • of City of Newport Beach Standard Specifications. The City of Newport Peach reserves the right to reject any or all bids and to waive any informality in such bids. Page 1 of 2;: �J L In accordance with the provisions of Article 2i Chapter 1, Part 7 of the California Labor Code (Sections 1770 it seq. ), the City- Council of the City of Newport Beach has ascertained the general prevailinq rate of per diem: wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to ext" to the contract and has set forth these items in Resolution Nq�46982, adopted May 12, 1969. A copy of said resolution is available in the office of the City Clerk. All parties to the contract shall be governed by all pro- visions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). The City has adopted the Standard Specifications for Public Works Construction (1970 Edition and Supplements) as prepared by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Ave., Los Angeles, California 90034, (213) 870 -9871 Page 2 of 2 INSTRUCTIONS TO BIDDERS • A, EXAMINATION OF DOCUPIENTS; Before submitting proposal each bidder shall examine contract documents in order that he may be fully informed as to materials, labor and workmanship re- quired and conditions under which they must be furnished and placed. B. EXAMINATION OF SITE: Bidders shall visit and carefully examine the' site of proposed work and acquaint themselves with conditions under which work will be performed and nature and extent of the work involved. C. DISCREPANCIES: .Should discrepancies exist on drawings or specifications, contractors shall call discrepancy to the attention of the architect for clarification. D. SUBMISSION OF BIDS: Proposal must be made on blank form of proposal attached. One (1) copy shall be removed from speci- fications, filled in and enclosed in sealed envelope and addressed "Proposal For General Construction - Newport Center Fire Station Contract No. C1266 ". Proposal must be submitted as described in the "Notice Invitinn Bids ". E. BONDS: Each bidder shall include all charges for furnishing a performances bond in sum of 50% of contract price and a labor and material bond in sum of 50% of contract price. • Forms shall be found in this specification. F. APPROVED EOUALS: If bidders wish to submit any item for approval as eaual to that specified, such submission shall the made in writing to architect not later than 30 days after award of contract. • AWARD AND EXECUTION OF COIN RACT: Upon award of contract, bidder to w om award i's made will be notified, fie shall, within ten (10) calendar days from date of notification, execute the agreement. H. CONSTRUCTION TIME: Contractor shall indicate the number of calendar days required to complete the proposed work. I. nERMIT FEES: All permit fees normally charged by the Cit wi be waived, except that th.e Contractor and all Subcon- tractors must possess valid City Business Licenses. E • • PROPOSAL CONTRACT NO. C -1266 TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH, CALIFORNIA The undersigned declares that he has carefully examined the loca- tion of the proposed work, that he has examined the plans and specifications prepared by William P. Ficker, Architect and read the accompanying instructions to bidders, and hereby oroposes to furnish all material and do all work required to complete the work in accordance with said plans, the standard specifications of the City of Newport Beach, and the special provisions, and that he will take in full payment, therefore, the following price complete in place, to wit: ITEM OUANTITY ITEM DESCRIPTION TOTAL NO, AND AMT. UNIT PRICE WRITTEN IN WORDS PRICE 1. Lump Sum Base Bid - Ceneral Construction $ 2. Lump Sum Alternate No. 1 - Carpetino Deducts 3. Lump Sum Alternate No. 2 - Bunks and Lockers Deduct$ 4. Lump Sum Alternate No. 3 - Sacked Finish Add $ TOTAL BID, INCLUDIN, ITE ":S NO. 1, 2 and 3 (only) TOTAL PRICE WRITTEN WORKS OLLARS S The undersigned estimates that work will be substantially complete within calendar days. Page 1 of 2 I ... .... .u.�a:; - ,=spa: ���• a�l'AOti�+.'. u "stir The undersigned agrees that in case of default in executing the • required contract with necessary bonds within ten (10) days, not including Sunday, after having received notice that the contract is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in Accordance with "Ie Statutes of the State of California providing for the Renistration of Contractors, License No. Classification Accompanying this proposal is Cash, Certified Check., Cashier's Check or Bond) in an amount not less than 10 percent of the total bid price. The undersigned is aware of the Provisions Labor Code which require every employer to liability for Workman's Compensation or to in accordance with the provisions of that with such provisions before commencing the of this contract. Phone Number • Date L ers .Address of Section 3700 of the be insured against undertake self - insurance code, and agrees to comply performance of the work Bidders Name (SEAL) Authorized Signature Authorized Signature Type of Organizatien (Individual, Corporation, Co- Partnership) List below names of President, Secretary, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnership: Page 2..of 2 E • E PROPOSAL CONTRACT NO. C -1266 TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH, CALdFORNIA ° The undersigned declares that he has carefully examined the loca- tion of the proposed work, that he has examined the plans and specifications prepared by William P. F.icker, Architect and read the accompanying instructions to bidders, and hereby proposes to furnish all material and do all work required to complete the work in accordance with said plans, the standard specifications of the City of Newport Beach, and the special provisions, and that he will take in full payment, therefore, the followinq price complete in place, to wit: ITEM QUANTITY NO. AND AMT. 1. Lump Sum 2. Lump Sum 3. Lump Sum 4. Lump Sum ITEM DESCRIPTION UNIT PRICE WRITTEN IN WORDS Base Sid - feneral Construction Alterna *_e No. 1 - Carpeting Alternate No. 2 - BunkS and Lockers Alternate No. 3 - Sacked Finish TOTAL BID, INCLUDING ITEMS NO. 1, 2 and 3 (only) TOTAL PRICE WRITTEN WORKS DOLLARS $ TOTAL PRICE A Deduct$ Deduct$ Add $ The undersigned estimates that work will be substantially complete within calendar days. �e Page 1 of 2 N.'.:- c..- ..,«.,ar.:�' ..n..,.w:_. _a _ ...at:�,.. a;.. ....��..•,.".aa""' =�« __�.�...a__.ir.:.:.L,.. ':i' u; ,..... The undersigned agrees that in case of default in executing the required contract with necessary bonds within ten (10) days, not • including Sunday, after having received notice that the contract -is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport [leach. Licensed in Accordance with the Statutes of the State of California providing for tree Registration of Contractors, License No. Classification Accompanying, this proposal is Cash, Certified Check, Cashier's Check or Bond) in an amount not less than 10 percent of the total bid price. The undersigned is aware of the Provisions Labor Code which require every employer to liability for Workmen's Comnensation or to in accordance with the provisions of that with such provisions before Commencing the of this contract. of Section 3700 of the . be insured against undertake self - insurance code, and agrees to comply performance of the work one Number Gidders Name (SEAL) • Date Authorized Signature 0 uthor ?zed Signature Udders .Address Type of Organization (Individual, Corporation, Co- Partnership) List below names of President, Secretarv, Treasurer and Manager if a corporation, and names of all co- partners if a co- partnershin: Page 2 of 2 Page 3 • DESIGNATION OF SUB - CONTRACTORS The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work Sub - contractor Address 2. 3. 4. 5. 6. • 7. 8. 9 10 11 12 0 _Bidder's Name Authorized Signature Type of Organization (Individual, Co- partnership or Corp) Address • BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, and Page 4 as Principal, as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of Dollars ($ ), lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That if the proposal of the above bounden principal for the construction of in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting • Bids" within ten (10) days (not including Saturday and Sunday) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this day of , 19 Corporate Seal (If Corporation) Principal (Attach acknowledgement of Attorney in Fact) • By Title PAGE 5 • LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED HAS AWARDED TO , HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR IN THE CITY OF NEWPORT BEACH,, IN STRICT CONFORMITY WITH THE DRAWINGS .AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT,.PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON., FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: • NOW, THEREFORE, WE AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF DOLLARS ( ), SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF TH.15 OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON- TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS] PROVENDER, OR OTHER SUPPLIES, OR TEAMS, USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIFO IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE • ATTORNEY IS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF 'SECTION 42o4 OF THE GOVERNMENT CODE OF THE STATE.OF CALIFORNIA. 0 (LABOR AND MATERIAL BOND - CONTINUED) • THIS BOND SHALL INURE TO THE BENEFIT OF ANY ATION ENTITLED TO FILE CLAIMS UNDER SECTION SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THIS BOND, AS REQUIRED BY THE PROVISIONS OF THE STATE OF CALIFORNIA. PAQE 6 AND ALL PERSONS' COMPANIES, AND CORPOR- 1192.1 OF THE CODE OF CIVIL PROCEDURE THEIR ASSIGNS IN ANY SUIT BROUGHT UPON SECTION 4205 OF THE GOVERNMENT CODE OF AND THE SAID SURETY, FOR VALUE RECEIVED; HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME; ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS 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, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS- IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE DAY OF y 196 APPROVED AS TO FORM: CITY ATTORNEY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON • DATE ATTEST- CITY CLERK ONTRACTOR (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) (SEAL) SURETY • PAGE 7 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTSO THAT WHEREAS] THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED HAS AWARDED TO HEREINAFTER DESIGNATED AS THE "PRINCIPAL" A CONTRACT FOR IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT; • NOWs THEREFORE WE, AS PRINCIPALS HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF LARS ($ )p SAID SUM BEING EQUAL TO -.0-40�F OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNEYS ITS SUCCESSORS) AND ASSIGNS; FOR WHICH PAY - MENTY WELL AND TRULY TO BE MADE WE BIND OURSELVES OUR HEIRS, EXECUTORS AND AD- MINISTRATORS, SUCCESSORS OR ASSIGNS JOINTLY AND SEVERALLY, FIRMLY BE THESE PRE- SENTS. THE CONDITION OF THIS OBLIGATION IS S'JCH� THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR AS51GNS� SHALL IN ALL THINGS STAND TO AND ABIDE BYE AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED 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, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH) ITS'OFFICERS AND • AGENTS AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE. PAGE S • (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CON- TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER THIS BOND. IN WITNESS WHEREOF$ THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE DAY OF 196 0 APPROVED AS TO FORM: CITY ATTORNEY J ONTRACTOR AL) (SEAL) SEAL) (SEAL) `SEAL) SURETY NON- COLLUSION AFFIDAVIT Page 9 The bidders, by its officers and agents or representatives present 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 NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any 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 directly or indirectly, entered into any arrange- ment 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 by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or material - man which is not processed 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 induce- ment or 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 whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomesoever to pay, deliver to, or share with any other person in any way or manner, • any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me by this day of , 19 My commission expires: 10 ry Page 10 * STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. E • Signed Page l0a • TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. • • Signed PAGE II BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSEITH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; I. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS$ IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID • PLANS AND SPECIFICATIONS. Z. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOST AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOESHEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR'S PROPOSAL, AND • THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR- TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT. C O N T R A C T • THIS AGREEhIENT, MADE AND ENTERED INTO THIS DAY OF BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSEITH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; I. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS$ IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID • PLANS AND SPECIFICATIONS. Z. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOST AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOESHEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR'S PROPOSAL, AND • THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR- TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT. 2/7/67 PAGE 12 5. PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIA, THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF •WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR INDIRECTLY ARISING FROMTHE PERFORMANCE OF THE CONTRACT OR WORK, REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: ITY LLERK • APPROVED AS TO FORM: CITY ATTORNEY 0 CITY OF NEWPORT BEACH, CALIFORNIA BY: MAYOR BY: BY: CONTRACTOR ITLE TITLE (SEAL) DIVISION 1 n ('OUIREMENTS • SECTION 1 -A GEN AL C DITIONS 1 -A 1. NEWPORT BEACH CITY STANDARD SPECIFICATIONS: The City of Newport Beach Public Wor s Department Standard Specifica- tions are hereby made a part of this specification to the same extent as if bound herein. Standard Specifications shall become a part of the contract and shall apply to the General Contractor and all Subcontractors. Copies of the Standard Specification may be examined or obtained at the Architect's office. 1 -A 2. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS: The require- ments of 'General Conditions of the Contract for Construction" R.I.A. Document A201, September 1967 Edition of the American Institute of Architects, pages 1 to 17 inclusive, hereinafter referred to as General Conditions, shall apply to the General Contractor and all Subcontractors. These General Conditions, including the Supplementary General Conditions hereinafter specified, shall become part of the Contract, except as superseded by provisions of signed Agreement between Owner and Contractor. a. Omitted: The printed form of above stated General • orb _na�itions is omitted from this binding but is hereby made a Dart of these specifications to the same extent as though written in full, and bound, herein. b. Copies Available: Copies of printed A.I.A. General Conditions may be examined at the office of the Architect. 0 1 -A 3. CONFLICT OF WORKING: In cases where a conflict of wording occurs between documents, the following order shall govern. a. City Standard Specifications shall govern in all cases to determine legal responsibilities. Architect's General Conditions, Supplemental General Conditions, specifications and drawings shall govern for determining quality of workmanship and material. GENERAL CONDITIONS j 1 -A Page 1 only ` DIVISION 1 NFL EQUIREMENTS • SECTION 1 -B UPPL M N R �Eii R L CONDITIONS ATTENTION GENERAL CONTRACTOR AND ALL SUBCONTRACTORS: The requirements of the.following Supplementary Genera Condi- tions hereby modify the General Conditions, hereinbefore specified, shall apply to the General Contractor and all Subcontractors and shall become part of the Contract, except as superseded by provisions of signed Agreement between Owner and Contractor. All provisions of the General Conditions not modified or voided by these Supplements to the General Conditions shall remain in effect. Numbering of paragraphs within relate to those in the General Conditions AIA Document A201. PARAGRAPH 1.1 - DEFINITIONS: Add the following Sub- paragraphs: a. "1.1.5 SPECIFICATION OR SPECIFICATIONS shall mean all matter bound in this volume including all addenda and referenced documents." b. "1.1.6 REFERENCE TO DRAWINGS: Where words "shown ", • "indicated "detailed", noted ", "scheduled ", or, words of similar import are used, it shall be under- stood that reference is made to the drawings accompany- ing these specifications, unless otherwise scheduled. C. "1.1.7 DIRECTIONS: Where words "directed ", "designated" "selected". "equivalent ", or words of similar import are used it shall be understood that the direction, designation, selection or similar import of the Architect is intended, unless stated otherwise. The word "required ", or words of similar import, shall be understood to mean "as required to properly com- plete the work and as required and approved by the Architect ", unless otherwise stated." d. "1.1.8 EQUAL: Where the words' "equal ", "approved equal ", equivalent" and words of similar import are used, it shall be understood that words are followed by the expression "in the opinion of the Architect ", unless stated otherwise." e. "1.1.9 PERFORM: The word "perform" shall be understood to mean that the Contractor, at his expense, shall perform all operations necessary to complete the work, including furnishing of necessary labor, tools, and • equipment and further including the furnishing and instal- ling of materials that are indicated, specified or re- quired to complete such performance." SUPPLEMENTARY GENERAL CONDITIONS 1 -8 Page 1 1 -6 2. Para,, ;,,ph 1.1 - Definitions (continued) • f. "1.1.10 PROVIDE: The word "provide" or "provided" is intended to mean "furnish and install (or connect)" cr "furnished and installed (or connected) "." g. "1.1.11 APPROVED: The terms "approved ", "acceptable ", "satisfactory" r and words of like import shall mean necessary, reasonable, proper or correct in the judge- ment of the Architect." h. "1.1.12 REQUIRED: The terms "required ", "directed ", "permitted , ordered ", "designated ", "prescribed" and words of like import shall imply the requirement, direction, permission, order, designation or prescrip- tion of the Architect." i. "1.1.13 SIMILAR AND /OR EQUAL shall apply in its general sense only and not as m— can g identical, and all details of construction contingent thereon shall be worked out accordingly." 1 -0 3. PARAGRAPH 1.2 - EXECUTION CORRELATION INTENT AND NT � ERPRE i ONS. a. Subparagraph 1.2.2; Add the following Sub - subparagraph: ".1 Layout of the Building: The Contractor shall be • responsible for the accuracy of the building lines and levels from given base lines and elevations. A California licensed Civil Engineer, approved by the Architect, shall be employed by the Contractor to esta- blish and maintain all lines, levels and grades neces- sary for the location and construction of the work. The Contractor shall compare carefully the levels shown on drawings with existing levels and shall. call Architect's attention to any discrepancies before pro- ceeding with the work. All bench marks, monuments, survey marks and stakes shall be preserved. Work shall be erected square, plumb, level, true to line and grade, in the exact plane and to correct elevations, as indicated, throughout the entire construction period." ".2 Contractor shall also locate all existing drainage or sewer lines, water, gas and other utility or electric services lines or piping or conduits in the way of new work. He shall see that all such services which are to be removed are properly capped or plugged and :wade gas and water tight in conformance with applicable requirements of governing authorities and /or utility firms." ".3 Any failure by Contractor to have so acquainted • himself with all available information concerning these conditions, including all other factors affecting costs SUPPLEMENTARY GENERAL CONDITIONS 1 -B Page 2 ki J I -B 3. Execc on Correlation Intent and interpretations: cont..ued or liabilities, shall not relieve Contractor of res- ponsibility for full proper performance of work in accordance with requirements of Contract Documents, and for amount of consideration named therein or otherwise determined as herein.provided." b. Subpara graph�1.2�.3; Add the following to this Sub- paragraph: - "Accurately follow drawings as to scale, except where dimensions are noted, in which case noted dimensions govern. Large -scale drawings take precedence over small -scale drawings and full -size drawings shall be followed in preference to both. In case of difference between the specifications and drawings the specifi- cations shall govern." c. Subparagraph 1.2.4; Add the following Sub - subparagraphs: ".1 Specification Standards: Any reference`to a specification or a designation of the ASTM, AASHO, USASI, Commercial Standards, Federal Specifications, or other Standards, Codes or Orders, incorporated in trio requirements by reference, shall be those of tho most recent or latest edition at time of bidding, • unless otherwise specified." ".2 Language and Intent: The Specification Sections are written in a modified, brief style consistent with clarity. In general, the words "the ", "shall and "all" are not used. Where such words as "perform" are used, it shall be understood that such words in- clude the meaning "The Contractor shall ". The require- ments indicated and specified apply to all work of the same kind, class and type, even though the word "all" is not stated." '.3 Reference to Building Code: Wherever the terms Code or Sui ding Code' cur in the specifications they shall mean the Current Edition of the City, County or State Building Code in force at Project location. A copy of the 'Code' shall be kept or. hanc 1 -B 4. PARAGRAPH 1.3 - COPIES FURNISHED AND OWNERSHIP: Modify to read as follows: "1.3.1 Unless otherwise provided in the Contract Documents the Contractor will be furnished, free of charge, six (o) copies of Drawings and Specifications. Additional prints may be obtained by the Contractor at cost." SUPPLEMENTARY GENERAL CONDITIGKS 1 -3 Page 3 ._ t .>.e•�.�!e? "a. ':.a5w.a, __..s _.._ -:�z� ate_" �'-- -€ �..:s '� ��3�:� • • 1 -B 5. PARAGRAPH 4.2 - REVIEW OF CONTRACT CUMETiTS: a. Subparagraph 4.2.1; Modify to read as follows: "4.2.1 The Contractor shall carefully study and co ^,pare the Agreement, Conditions of the Contract-, Drawings, Specifications, Addenda and Modifications and shall at once report to the Architect any error, inconsistency or omission he may discover; but the Contractor shall not be liable to the Owner or the Architect for any damage resulting from any such errors, inconsistencies or omissions. However, if the Contractor proceeds with work so affected without interpretation or instructions from Architect, Contractor shall make good any resulting error, damage or defects at no additional cost to the Owner. The Contractor shall do no work without Drawings, Specifications or inter- pretations." PARAGRAPH 4.3 - SUPERVISION AND CONSTRUCTION PROCEDURES: a. Subparagraph 4.3.1; Add the following Sub - subparagraph: ".1 The Contractor shall coordinate the work of the various crafts to avoid interference, duplication, of work, or unfinished gaps between operations. Tile various crafts shall agree that due to field conditions, minor departures from the drawings are bound to accur, and that such departures are compensated for so far as cost to additions or deductions are concerned. No claims for extras will be allowed in connection with such minor changes due solely to field conditions. Such changes will be permitted only upon Architect's approval. No extras will be allowed due to insufficient investigation of existing conditions, poor coordination of work of the various trades or similar omissions of the Contractor. It is the declared intent of the Owner to contract this work for a fixed lump sum to eliminate the uncertainty of additional charges." 1 -6 7. PARAGRAPH 4.4 - LABOR AND MATERIALS: a. Subparagraph 4.4.1; Add the following Sub - subparagraph: ".1 Contractor's Title to Materials: No materials or supplies for the work under this Contract shall be purchased by the Contractor or by any Subcontractor subject to any chattel mortgage, or under a conaitional sale or other agreement by which an interest is re- tained by the seller. The Contractor hereby warrants that he has good title to all materials and supplies for which he accepts partial payments." SUPPLEMENTARY GENERAL CONDITIC,:S 1 -B Page 4 1 -B 8. PARAGRAPH 4.5 - WARRANTY: • a. Subparagraph 4.5.1; Add the following Sub - subparagraph: ".1 Materials shall be free from defects impairing strength, durability, appearance and shall be of the best commercial quality for the purpose specified and made with structural properties to safely withstand strains and stresses to which they may be normally subjected." 1 -B 9. PARAGRAPH 4.7 - PERMITS, FEES AND NOTICES: a. Subparagraph 4.7.1; Modify to read as follows: "4.7.1. All permits fees normally charged by the City will be waived, except that the contractor and all sub - contractors must possess valid city licenses. 1 -B 10. PARAGRAPH 4.12 - DRAWINGS AND SPECIFICATIONS AT THE SITE: a. Subparagraph 4.12.1; Add the following sentence: "Copies of all project correspondence shall be kept available at the site for ready reference." b. Subparagraph 4.12.1; Add the following sub- subparagraph: • ".1 The Contractor shall maintain, and keep corrected to date, a complete record set of blueline prints which shall be corrected daily to show every change from the original Contract drawings. In addition, the prints shall be marked to show the precise location of concealed work and equipment, including concealed or embedded piping and conduit. Prints for this purpose shall be obtained from the Architect. This shall not be construed as authorization for the Contractor to make changes in the layout or work without definite instructions in each case." E 1 -6 11. PARAGRAPH 4.13 - SHOP DRAWINGS AND SAMPLES a. Subparagraph 4.13.1; Add the following sentence: "Furnish four (4) prints to Architect." b. Subparagraph 4.13.1; Add the following sub - subparagraphs: I Shop drawings prepared by Subcontractors shall be checked for accuracy and contract requirements by the Contractor before being forwarded to the Architect and a note shall appear on shop drawings stating that the Contractor has made his check, as hereinafter specified. SUPPLEMENTARY GENERAL CONDITIONS 1 -B Page 5 b. Subparagraph 4.13.1: (continued) Shop drawings not so checked and noted will be re- turned to the Contractor without being examined ;jy the Architect." ".2 Any fabrication, erection, setting or other work done in advance of the receipt of "approved" or "approved as noted" drawings will be done entirely at Contractor's risk, EVERY COPY OF A SHOP DRArINJ USED AT THE PROJECT SHALL BEAR THE R H ECT'S Subparagraph 5,13.,3; Add the following Sub - subparagraph: ".1 Architects Written A roval of Samples: When require by the specs ications or oirecte by the Architect, samples of materials to be used in the work, in quantities sufficient to permit inspecting and testing, shall be submitted to the Architect. In order to avoid delays in the work and to allow the Contractor time for ordering, a request for approval of materials and samples shall be made a: least ten (10) working days before Architect's decision is required, and the material(s) shall not be delivered to the building or job site until the Contractor has obtained the Architect's written approval of the material(s). Samples shall be properly narked for • identification with contract number, brand name, and/ or trade mark or trade name, and accompanied by a letter of transmittal clearly listing the samples submitted, whenever it may be considered necessary to do so for the purpose of testing. Samples not so mutilated, destroyed or when no longer required to be retained, will be returned, at the Contractor's expense, if such return is requested." 1 -B 12. ADD THE FOLLOWING PARAGRAPHS TO ARTICLE 7 - MISCELLANEOUS a. "7.11 PROPRIETARY PRODUCTS 7.11.1 Articles or materials specified by proprietary names or by name of vendor or manufacturer are expected to be furnished and installed by the Contractor. ".1 The naming of manufacturers in the specifications shall not be construed to mean the intention of elimi- nating the products of other manufacturers and suppliers having written approval by the Architect as equivalent products. When specifications name a particular manufacturer or manufacturer's product followed by "or equivalent" or "or equal ", the said quoted phrases • mean the substitution of another manufacturer's pro- duct shall be at the sole discretion of the Architect." SUPPLEMENTARY GENERAL CONDITIOiS 1 -B Page 6 x. - a. "7.11 PROPRIETARY PRODUCTS (continued) • 11.2 It shall be understood that the manufacturers, producers, and their agents, of materials required, either have such specifications available for ref- erence, or are fully familiar with their requirements, as pertains to their product or material." "7.11.2 Manufacturer's Directions: All manufactured articles, items, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned, as directed by the manufacturer, unless otherwise specified to the contrary. ".1 Applicable manufacturer's directions shall become a part of these specifications and shall have the same force as if each specific direction had been repeated word for word 'herein." L. "7.12 SUBSTITUTION 7.12.1 The materials and methods mentioned in these specifications are given as standards. This implies no right on the part of the Contractor to substitute other materials or methods for those specified except at the discretion of the Architect and under the following conditions: • ".1 If Contractor desires to make substitutions, ne shall so state in his bid, showing first his bid for the item so specified, and secondly the deduction from or addition to the contract price he will make if substitutions are allowed." ".2 The Contractor shall list and qualify the items he desires to substitute, stating the item for which each is substituted." ".3 Where "approved equal" is allowed, the Contractor may submit his suggestion of an "equal" product only at time of bids, and the material must be qualified the same as a substitution." ".4 After the execution of the Contract substitutions or changes may be made by Change Order as required in Article 12 of the General Conditions." c. "7.13 FOUNDATION .INVESTIGATION REPORT 7.13.1 A copy of a foundation investigation report made on the property is available for inspection at the office of the Architect." SUPPLEMENTARY "'"IiERAL COItiDITI06iS 1 -B Page 7 1 -3 12. Add the Following Parara hs to Article 7 - Miscellar Provisions: continued � • d. "7.14 PUMPING AND DRAINAGE 7.14.1 The Contractor shall, at all times, mainta;r, a dry condition in and around the project and shall pro- vide the necessary equipment for this purpose. Rain, surface, and /or sub - surface water shall not be p2r- raitted to accumulate in excavations. Should sues conditions develop or be encountered, such water shall be kept constantly removed and suitably disposed of by pumps and piping or other methods." e. "7.15 ADDITIONAL WORK 7.15.1 During construction the Contractor agrees to do additional work arising from changes in the drawings and /or specifications. Payment for this additional work shall be based upon actual cost, which includes direct cost of labor, materials, supplies, transporta- tion and services, to which shall be added ten percent (10 %) of such direct costs, for overhead and profit." f. "7.16 MAINTENANCE 1.16.1 In addition to corrections because of faulty or defective work, the related requirements of the • General Conditions are:extended to include maintenance of a continuing service character, where required under Sections of the specifications." 1 -5 13. PARAGRAPH 9.7 - SUBSTANTIAL COMPLETION AND FINAL PAYiIt J : 1_1 a. Subparagraph 9.7.1; Add the following Sub - subparagraphs: ".l Previous Acceptance, alleged or otherwise, alleged approval, or failure to object to conditions or methods, shall not constitute a justification for defects, if any, which may appear upon delivery of the building to the Owner." ".2 Intent of Completion: The work covered by this Contract shall be made complete and finished in work- manlike manner in all parts and in all respects in accordance with the best established, approved and accepted practices applicable to each heading, branch, class or trade. ".3 Prerequisites to Final Pavmert: Before final pay- ment upon this contract is authorized and /or paid, trio Contractor shall submit to the Architect the fo.ilo:,ing to fulfill the requirements of the Contract Documents: SUPPLEMENTARY GENERAL CONDITIONS 1 -B Page 8 0 • 0 1 -8 13. Para ra h continue 7 - Substantia' C letion and Final P:_::�nt: .a Satisfactory completion of all construction work and acceptance of same by Architect and Owner. .b Submission of all written guarantees. .c Submission of "As- Built" drawings and/or transparencies completely posted. .d Return of "Approved Stamped Set" or prints, issued by City or County Building Department, for the project. .e Return to the Architect of all drawings and specifications loaned during the construction period. .f The Submission, by the Contractor to the Owner, of an affidavit sworn to before a Notary Public stating that all workmen and persons employed, all firms supplying the materials, and all subcontractors upon the project have been paid. in full, and that th:re are no bills outstanding against the project for either labor or material, except certain items, if any, to be set forth in such affidavit covering disputed claims, or items in connection with which Notices to Withhold' have been filed under the provisions of the Statutes of the State of California." b. Subparagraph'9.7.2; Add the following Sub - subparagraphs: ".1 Advance Notice for Final Inspection: Notice to Architect for final inspection shall specify a certain date for that inspection. The notice shall be given at least ten (10) days in advance of such date." ".2 Filin of Notice of Com letion: The Contractor shal i e the on ce o omp etion" for recording by the legally constituted authorities upon notification by Architect that construction substantially is completed." 1 -3 14. PARAGRAPH 10.2 - SAFETY OF PERSONS AND PROPERTY: a. Subparagraph 10.2.2; Add the following Sub -scrip r graphs: ".1 Air Pollution: Throughout the duration of the Con- tract, the Gontractor and all Subcontractors shall conform to local Air Pollution Control District regula- tions, and to all laws and ordinances pertaining to air pollution." SUPPLEMENTARY GENERAL CONDITIO;i:;. 1 -B Page 9 1 -3 14. Paragraph 10.2 - Safety of Persons and Property: (continued) • ".2 Dust Palliation: Take such means as needed to effectively keep ust level of project and adjacent areas to a minimum." ".3 Watchman Service: Provide any such service as Contractor may deem necessary to adequately protect and safeguard work and materials." b. Subparagraph 10.2.4; Add the following Sub - Subparagraph: ".1 Rewiring Damaged Work: All portions of the work that might be broken or njured by accident, or in the course of, or on account of building operations, or by reason of any other cause during the progress of the work, shall be carefully and neatly repaired, recon- structed or replaced, and the whole left in first -class condition satisfactory to the Architect. Repaired or replaced work shall be at the Contractor's expense', and such work shall meet the applicable requirements of these specifications." c. Subparagraph 10.2.6; Add the following to this Sub - subparagrap : "Contractor shall be responsible for the overloading of any parts of the structures beyond their safe calculated carrying capacity by the placing of materials and /or equipment or any other item thereon. Place no loads on floors or roofs before they have attained their permanent and safe strength and the Architect's approval is first secured." d. Add the Following Subparagraphs: "10.2.7 Parts of Work in Place that are subject to injury, because of opera ions being carried on . adjacent thereto, shall be covered, boarded up, or substantially enclosed with adequate protection. Permanent openings used as thoroughfares for intro- duction of work and materials to structure shall have heads-, jambs and sills well blocked and boarded or shall be equally protected. Forms of protection shall be such as will be deemed safe and sufficient by Architect; intention of Contract being that, upon completion, entire work shall be delivered to Owner in proper, whole and unblemished condition." "10.2.8 All improvements upon site, work under con- struction, stored materials, and public and private improvements on property adjacent to site shall be adequately protected by Contractor from all daa:47e • arising from Contract work. All damage so occurring SUPPLEMENTARY GENERAL CONOITIONS 1 -8 Page 10 tl ." I -B •4. Paragraph 10.2 - Safety of - 'arsons and Property: (coitinued) • shall be satisfactorily repaired or replaced in a manner satisfactory to the injured party, or dar:aged improvements restored to original condition existing at the start.of work." "10.2.9 Before start of work, Contractor shall inspect premises and report in writing to Architect all da;a;ec conditions existing at start of work. Nature and extent of these conditions will be verified by Arc�,itect or his representatives and Contractor will be relieved of responsibility for correction of such damage upon completion of work; unless such work shall subsequently be included in Contract by mutual agreement." "10.2.10 Fire Protection: Immediately following the initial de every and storage of combustible materials at the site of work, and throughout the construction period thereafter, the Contractor shall supply and maintain suitable means of improvised fire protection, unless adequate means of such protection are then existent or made available for uninterrupted service." "10.2.11 Weather Protection: The Contractor shall provide and maintain weather protection necessary to properly protect all parts of the structure and their contents from damage by the elements. The Contractor. • shall be held fully responsible for weather protection and he shall correct any completely or partially com- pleted work damaged by the elements." 1 -3 15. PARAGRAPH 13.2 - CORRECTION OF WORK: r] Subparagraph 13.2.2; Add the following Sub - subparagraph: ".1 Guarantee - Warranty: The Contractor shall furnish to the--dwner a written guarantee wherein he warrants and guarantees that all work executed under this Contract shall be free from defective materials and workmanship for a period of one (1) year from the Date of Substantial Completion, as defined in Article 8, Paragraph 8.1.3, of the General Conditions; except that certain specific itens of work may require a guarantee or warranty for a greater period of tine where hereinafter specified. The Contractor further agrees to repair or replace, at his own expense, all such defective work, and all other work damaged thereby, which becomes defective during the term, of the above mentioned guarantees or warranties." SUPPLEMENTARY GENERAL CCNDITIO,5 1 -8 Page 11 y, `� a 1 -8 6, ADD the following Articles: • a. ARTICLE 15 WORKMANSHIP 15.1 KIND AND QUALITY 15.1.1 Workmanship shall be the best of its respective kind for each of the various trades. 15.1.2 Work shall be performed by experienced, skilled mechanics and be of the highest quality, first class in every respect. 15.1.3 Work shall be accomplished in strict accordance with the drawings and specifications and by competent employees or representatives of the Contractor. 15.2 CORRECTION OF INFERIOR OR DEFECTIVE WORK. 15.2.1 Refer to General Conditions, Paragraph 13.2 b. ARTICLE 16 LABOR DISPUTES 16.1 MISUNDERSTANDING AND COSTS • 16.1.1 Delaying or stopping of work on the project, or any portion or portions thereof, due to lack of coopera- tion, coordination or understanding between the various trades, will not be permitted. 16.1.2 In revision and amplification of General Conditions, Paragraph 8.3.1, it shall be the Contractors complete responsibility to resolve any and all areas of possible dispute, with settlement completed prior to submission of bid; 16.1.2 Any added costs, including those incurred in maintaining the work schedule, as a result of labor disputes, shall be the sole responsibility of the Contractor. SUPPLEMENTARY GENERAL CONDITIO'IS 1 -3 Page 1.2. DIVISION 1 GEN P. L EQUIREMENTS • SECTION 1 -C SPECIAL CONDITIONS 1 -C I. GENERAL: Related requirements of the foregoing Sections of Division l apply to this Section except as modified or amplified herein and shall apply to all other Sections of the specifications with the same force and effect as though repeated in full therein. 1 -C 2. SCOPE: The work includes the furnishing of all labor, materials, eouipment, services and transportation necessary and incidental to the satisfactory construction and completion of all work of all trades which is special to this project, in accordance with the drawings and specifi- cations prenared by William P. Ficker, A.I.A., 550 Newport Center Drive, Newport Beach, California 92660, 1 -C 3. CONTRACT DOCUMENTS: Titles and where listed are as fo lows: a. Drawings: Drawing Index on dra +pings. b. Architectural Details: Bound in book form accompanying the drawings, or bound with Specifications. •C. Specifications: Divisions and Sections as listed in Table of Contents back of Specifications title page. 1 -C 4. TESTS AND INSPECTIONS: Those portions of Article 2, Para- graph , and rticle 7, Paragraph 7.8, of the General Conditions to which the following relate, shall be modified as follows: a. Initial tests required by contract documents and retesting if required will be paid for by the Contractor. b. The cost of tests or inspections ordered by authorized persons for the purpose of determining the existence of faulty materials or faulty workmanship shall be paid for by the Contractor, except when the tests or inspections determine that faulty materials or faulty workmanship does not exist, in which case the Owner will 'pay for the authorized tests or inspections. c. Local, legally constituted public authorities having jurisdiction over this construction, and the Architect or his designated representative, shall be the only persons empowered to direct tests to determine com- pliance or non - compliance with requirements of the • work. SPECIAL CONDITIONS 1 -C Page 1 1 -C 5. CONTRACTOR'S LIABILITY INSURANCE: In accordance with Sub - paragraph 11.1.2 of the General Conditions, the Contractor • shall obtain, pay for and maintain liability insurance in accordance with the following: a. Comprehensive General Liability insurance policy including owned, non -owned and hired vehicles with a Single Limit of Liability not less than $750,000.00 Per occurrence, for Bodily Injury and Property Damage including the following: 1) Contractor's Protective. 2) Products Completed Operations. 3) Blanket Contractual. Owner, Architect, Contractor and Subcontractors shall be named as joint insureds; in addition, the policy shall include a waiver of subrogation rights with respect to the Owner and Architect, and a waiver of care, custodv and control exclusions except for the portion of work actually being performed or installed c. The Contractor shall hold the Owner harmless for any loss or damage to tools, equipment, structures, and . property and materials of the Contractor and /or Sub- contractor, it being understood that the Contractor • will, at his own expense, carry such insurance which will provide the necessary protection against such loss or damage, which insurance shall contain a waiver of any riqht of subrogation against the Owner. The Contractor is to be responsible for, indemnify and save harmless the Owner and /or Architect from payment of all sums of money by reason of all or any such acci dents, injuries, damages or hurt that may happen or occur upon or about said work, and if requested by the Owner, to assume the defense of any such claims or actions without cost to the Owner. 1 -C 6. WORKMAN'S COMPENSATION INSURANCE: In accordance with Sub- paragraph 1. 1.1.1 of the General Conditions, the Contractor shall provide Workman's Compensation Insurance, including Employer's Liability, of not less than $100,000 covering all persons employed by the Contractor. 1 -C 7. DELIVERY TO OWNER AND ARCHITECT: Two (2) certified copies of above insurance policies or certificates of insurance shall be delivered, one (1) to the Owner and one (1) to the Architect, prior to the commencement of work, and shall not be cancelled except upon not less than fifteen (15) days written notice to the Owner and the Architect, in accordance . with Subparagraph 11.1.3 of the General Conditions. SPECIAL CONDITIONS i - C Page .2 0 1._J 1 -C 8. ALTERNATES: Each Bidder shall state on the Bid Form, a sepa— ram amount to be deducted, or added to, the base bid for each item of Alternate Construction described hereinafter. a. Deductions and /or additions in cost, in connection with alternate construction shall include any modifications of work, or additional work which may be required by reason of acceptance of the Alternates. b. Materials and workmanship in connection with alternate construction work shall conform, in every respect, to all of the requirements set forth in applicable sections of these specifications. c. The Owner reserves the right to accept or reject said alternate construction work for a period of fifteen (15) calendar days after the date established for the opening of bids. Acceptance or rejection of Alternates shall in no way entail extra costs in the performance of the work to be completed under this contract. d. Should a Bidder be in doubt as to the limits of this alternate construction work, he shall at once notify the Architect, who will send out a written clarification addendum or bulletin to all bidders. The Architect assumes no responsibility for any oral or telephonic instructions which might affect the work specified herein. All addenda or bulletins issued to bidders shall be incorporated in the Proposal and shall become a part of the Contract Documents. e. Alternate No. 1 - Caroetin : Delete carpeting as specified in Section 1 -A. Inc ude in deletion padding, tack strips, edging and labor. f. Alternate No. 2 - Bunks and Lockers: Delete construction and installation of bunks, lockers including painting, finishing, hardware and labor. g. Alternate No. 3 - Concrete Sacking: Add sacked finish to all exposed cast in place concrete, walls, beams, joist columns, etc. Include cleaning, patching, grouting rubbing labor and material. 1 -C 9. SEPARATE CONTRACTS: In accordance with Article 6 of the General Conditions, the following work shall be omitted from the General Contract. Coordination and cooperation on the installation relative hereto shall be a requirement of the Contractor to the General Contract. a. Site: Clearing and grubing shall be performed under a separate contract. See Section 2 -B Earthwork for discrintion. b. Landscaping, including sprinkling system. Roughing -in o water and electrical service shall be provided under the Plumbing and Electrical Sections. SPECIAL CONDITIONS 1 1 -C Page 3 1 -C 10. EARTHWORK: Of special note shall be the excavation, ackfi`]7 -and compaction for foundations as recommended • in the Foundation Investigation Report. Refer to Earthwork Section for full and detailed requirements. 1 -C 11. WATCHMAN SERVICE: In amplification of the Supplementary General Conditions, Paragraph 1 -B 14.a., should the Contrac- tor deem it necessary to provide watchman service, there shall be only humans emnloyed; no canine, feline or any other animal shall be used in lieu of human services. �J SPECIAL CONDITIONS 1 -C Page.4 '.-t2: xcss.usra"fc DIVISION 1 CEN R L REQUIREMENTS • SECTION 1 -D EMP�— ORARY FACILITIES 0 1 -D 1. GENERAL: Related requirements of all other Sections of Division 1 apply to work of this Section. 1 -U 2. SCOPE: Provide temporary facilities as indicated and specified, complete. Field Office: Substantially built with plywood floors, walls and ceiling, heavy mineral surfaced composition roll roofing and adequate glazed and screened windows for light and ventilation. 1) Trailers of equivalent area and facilities may be provided, as approved by Architect, in lieu of above field office. 1 -1) 3. SANITARY FACILITIES: Shall conform to requirements of State, County and Local Codes and Authorities having jurisdiction. 1 -0 4. TELEPHONES: Pay for use and installation of a phone in o fice for Architect's and Owner's use. Be responsible for installation of phone needed for use by others engaged on the site. 1 -0 5. WATER: Make arrangements for all water used in the work wi— `tfineeded piping or hose to carry water to every part of work; and pay for same. 1 -0 6. ELECTRICAL SERVICE: Electric service required in the performance of the contract shall be furnished and paid for by the Contractor who shall furnish, install and maintain all temporary poles and overhead construction, transformers, meters, drops and other wiring and fittings for both light and power at locations reouired in the work, and shall bear the cost of making the service connections. It shall be specifically understood that the Contractor shall provide all temporary power and lights for the completion of all work of this Contract throughout all working hours of all trades and shall include in his bid any overtime considerations for any standby services required to achieve that end. When the permanent electric service becomes available, this service may be used for the purpose of construction and testing with the approval of the Architect. TEMPORARY FACILITIES 1 -D Page 1 1 -0 7. PROJECT SIGN: Provide and maintain one sign only at site, at ocation as directed. Contractor shall provide an • allowance of $200.00 for the construction, installation and removal of project sign. Sign.shall be per current standards required by the Newport Center, Irvine Company. Drawings and specifications will be provided to the Contractor. 1 -D 8. TEMPORARY HEAT: Provide equipment, fuel, and operators to maintain a equate temperatures for storage, application and drying of installed materials and pay for same. 1 -0 9. CONSTRUCTION EQUIPMENT: Erect, equip and maintain in accor wit statutes and regulations of State and other authorities and insurance companies having jurisdiction. a. Provide hoists, scaffolding, staging, runways, pumping and similar equipment needed for proper prosecution of the work. 1 -0 10. TEMPORARY STORAGE: Materials, temporarily stored, shall be placed so as to cause no obstruction to roadways, walks or other means of access, or to underground services. a. Flammable and Toxic Materials shall not be stored in the structure(s). 1 -0 11. SAFETY PRECAUTIONS: Provide fences, barricades, lights • for protection of public against personal injury and property damage as required by local authorities. 1 -U 12. REMOVAL OF TEMPORARY CONSTRUCTION: Temporary office facilities, toilets, barricades , storage sheds, utilities and other construction of temporary nature shall be removed from the site as soon as the progress of the work will permit in the opinion of the Architect and the portions of the site occupied by same shall be properly reconditioned and restored to a condition acceptable to the Owner and the Architect. TEMPORARY FACILITIES 1 -D Page 2 DIVISION 1 ESN Al LQUIREME,`!TS • SECTION 1 -E L N -U AirD 'DISPOSAL 1 -E 1. GENERAL: Related requirements of all other Sections of Division 1 apply to work of this Section. 1 -E 2. SCOPE: Perform clean -up and disposal work as herein specified, complete, in accordance with Section 1 -A of the General Conditions, Paragraphs 4.16, 6.4 and 7.6 as though written in full therein. Additional clean -up and disposal requirements, as may be specified in cl`ier Sections, shall be coordinated with the requirements of this Section. 1 -E 3. D 7 -NITION OF CLEAN -UP AREA: Areas to be cleaned up shall be defined as being within the boundaries of this Contract as indicated on the drawings, and shall include adjacent grounds, sidewalks, curbs, gutters and streets when in- volved. a. During the Work: At all times, the site, the building(s) working and clean -up areas, as herein defined, snali be kept clean and orderly. All dirt, debris, waste, rubbish and disused material, implements and equip- ment resulting from the work shall be removed fre- quently, at regular intervals and not allowed to accumulate. 1 -E 4. FINAL CLEAN -UP: In addition to the requirements specified aoove, thoroughly clean the inside and outside of tl:c structure(s), including all fixtures, equipment, walls, ceilings, floors, and hardware. This shall include thorough cleaning of roofs, window and opening ledges and sills, horizontal projections, exterior steps and platforms, walkways, rails and other surfaces. Dust, dirt, stains, handmarks, paint spots, plaster droppinns, or other foreign material, shall be completely removed from the surfaces. Metal Surfaces, including hardware, shall be cleaned and po is ed, using only non - corrosive and non- abrasive materials that are compatible with protective coatings. b, bateriais with cleaned strict latest printed requires. C. Fixtures and E items sha be tures shall be Natural Finish shall be thoroughly y in accordance with manufacturer's recommendations and /or as Architect yuuipment: Plumbing fixtures and like cleaned and polished. Lighting fix - cleaned free of dust, dirt, stains, CLEAN -UP AND DISPOSAL 1 -E Page I I -E 4. Final Clean -Up: (continued) C. or waste material. Equipment and machinery shall • be cleaned. serviced, and left ready for use. X11 paper or other temporary labels shall be removed. d. Glass and Tile shall be cleaned of all dirt, narks, labels, spots or other foreign materials, and was;led and polished. Glass shall be cleaned and polished both sides at time of final acceptance by the Owner. e. Exposed Concrete, floors and walls, shall be washed and dried, free of streaks or stains. f. Resilient Flooring, including base, shall be cleaned, freshly waxed and buffed as specified. g. Painted Surfaces shall be cleaned with materials recommended by the manufacturer of the paint. W;�,en soiled or stained to such an extent that normal cleaning is not sufficient, painted surfaces shall be refinished as specified. h. Final Inspection: Any deficient cleaning operations, as determined by the Owner shall be immediately cor- rected as directed. 1 -E 5. DISPOSAL: Under no circumstances shall rubbish or waste • maieriaT of any description be buried or otherwise disposed of on the site, whether in fills, backfills or other loca- tions. All debris, rubbish, and waste or surplus material shall be legally removed from the Owner's property. Particular care shall be taken by the Contractor to see that no dumping or spillage of concrete, plaster, oil, gas', cleaning fluids or other deleterious matter is per- mitted in areas to be planted or where such matter may drain or be carried into planting areas. Any soil so Contaminated shall be removed and replaced with approved soil, compacted as required, at the Contractor's expense. 0 CLEAN -UP AND DISPOSAL 1 -E Page 2 DIVISION 2 SITE WORK SECTION 2 -A AR HWORK 2 -A 1. GENERAL: Requirements of Division 1 apply to work of this Section. 2 -A 2. SCOPE: Perform.earthwork as indicated and specified, complete. 2 -A 3. WORK INCLUDED: Principal items of work include the following: a. Grading of site for construction to elevations shown on the drawings. b. Excavation for footincs. C. Compaction. d. Disposal of excess earth off site. e. Import of fill. • f. Permits and fees. g. Tests and inspections. 2 -A 4. WORK NOT INCLUDED a. Trenching and backfilling for utility system. b. Site grading work other than work included in this Section. C. Landscaoing and topsoiling. d. Removal of existing vegetation and surface debris. 2 -A 5. GENERAL REQUIREMENTS a. Layout of Work: The Contractor shall be responsible for the accuracy of all layout work and shall retain the services of a licensed Surveyor or Civil Engineer to set lines and grades for all construction at the expense of the Contractor. ril 0 Soft, Spongy or Unsuitable Bearing Materials: Remove a7l soft, spongy or of erwise unsuita le earing materials down to solid bearing. EARTHWORK 2 -A Page 1 2 -A 5. General Requirements (continued) • C. Existing Utilities: Exercise extreme care when excavating near utility lines to avoid damage thereto Notify Architect when utilities not shown on plans are encountered; do not proceed with work in such areas until written instructions are received from the Architect. Inspection and A,.provals: Obtain inspection and written approval y P,rc itect, or his representative, of completed foundation excavations before placing subsequent work. Give at least 24 -hour notice of readiness for inspection. Drainage- Keep excavations and site free from water throughout work. Provide temporary measures such as curbs, dams, and ditches as required. f. Protection: Provide and maintain protection to retain earth banks, protection adjoining grades and structures from caving, sliding, erosion or other damage and suitable forms of protection against bodily injury. Conform bulkheads and shoring to Construction, Safety Orders, Title S, Industrial Relations, State of California. Shore vertical banks as required or slope back at least to a 1.1 slope. • g. Stockpile excavated material approved for backfill in locations as directed. h. Hold a joint meeting of Architect, Contractor and Foundation Engineer prior to any grading. i. Foundation Invest! ation: All information relative to soil conditions sha 1 be obtained from the Foundation Investigation Engineer, Moore & Taber, 4530 E. La Palma Avenue, Anaheim, Calif., (714) 524 -3350. It is required that this Contractor be fully aware of the soil conditions prior to start of work. This structure is designed according to the findings in this report and all earthwork must be approved by this engineering comoany. 2 -A 6. EXCAVATION: a. Site Condition: Under separate contract site clearance and partial rough grading has been or will be performed to elevations shown on the grading plan. Grades shall be received by this contractor approximately ±.20 feet of elevations shown on the Plars. Contractor shall notify the architect of any excessive variation from . this prior to starting work. EARTHWORK 2 -A Page 2 2 -A 6. Excavation: (continued) • b. General: Excavate for foundation spaces, footings, slabs, walls, steps, cassions, sumps, and other structures shown, to the lines and levels indicated. Finish bottoms of excavations to a true, level surface with all steps and offsets in footings, walls and slabs located as shown. Exercise care when excavating for lower footings so as not to disturb soil under higher adjacent footings. Make excavations of sufficient size to provide ample room for construction of forms, shoring, bulkheading. Increase excavations for footings two inches on all sides where soil is stable enough to stand and forms are omitted. Remove surplus materials under building. C. Rough Excavation: The existing ground surface extending to five (5) feet outside the building limits is to be excavated to 30" below finish floor elevation. Exposed native _S041 is then to be over - excavated 6 ", brought to optimum moisture content; and recompacted to 90% of maximum density. At exterior paved areas, excavate to 18" below finish paving elevation. Exposed native soil is then to be over excavated 6" brought to 90% maximum relative density and recompacted. Approved fill will then be • placed as specified to bring the grades to the sub - elevations required by the plans. Fill outside building and paving areas may be unapproved on site material. d. Perform excavation to indicated dimensions and elevations, with adequate allowance for forms, form removal, installation of waterproofing and services, and inspection. Exercise care to avoid loosening of soil below footings. 1) Foundations: Form sides of all footings. Wet subgrade for footings prior to nlacing concrete. If trenches are sufficiently stable, footings may be poured directly against earth as detailed on the structural drawings, subject to approval of Architect. 2) Authorized Excess Excavation: Should soil of inadequate bearing capacity be encountered at indicated elevations, under change order procedure excavate to elevations ordered by Architect. Cost of authorized excess excavation to be paid by Owner in accordance with Agreement and taeneral Conditions. 3) Unauthorized Excess Excavation below indicated elevations onsfor foun atTons,_fTTl--with concrete as apnroved by the Architect, at no extra cost to Owner. EARTHWORK 2 -A Page 3 2 -A 7. MATERIALS . a. Fill and backfill Material: Granular non - expansive material free of roots, vegetation, rocks, trash, lumber, debris, or other deleterious material, as approved by the Architect. b. Approvals: Excavated materials for use as backfill must approved by the Architect prior to placing. If quantity of approved excavated materials is insuf- ficient, provide imported material, approved by the Foundation Engineer, as necessary to complete required work. 2 -A S. PERMITS AND FEES: The contractor shall secure, pay for and maintain all required permits, approvals and licenses necessary to legally complete this work. 2 -A 9. TESTS AND INSPECTIONS: The contractor shall employ a qualified soils engineer that is approved by the architect. Contractor shall pay for all tests and inspections required for the grading operations. 2 -A 10. COMPACTION AND TESTS a. Notify foundation engineer two (2) days before beginning grading so he can inspect and test grading • and compaction. b. Relative density of compacted backfill, 90% of maximum density at optimum moisture content as determined by 3 -laver ASTM D1557 -66T procedure. C. No payment will be allowed for the extension of foundations made necessary by excessive or unauthorized excavations or as a result of failure to control water or provide adequate protection. 2 -A 11. SUBGRADE PREPARATION a. UDDer 6 inches of exposed surface soils, plus all new fill required to secure finished grade elevations shall be compacted to 90% of maximum density in accordance with ASTM D1556 -66T standard. b. Prior to Douri.nq slabs and paving, thoroughly moisten subgrade and roll to provide a firm smooth surface. C. Fill material, composed of clean site material or anproved import soil placed in 6 to 8 inch layers and compacted to at least 90 d. All clearing and grading, shall be supervised b,r the Soils Engineer and certified at the conclusion of grading operations. EARTHWORK 2 -A Page 4 • • 2 -A 12. BACKFILL: After structure is in place and the forms removed, backfill material shall be placed to the limits indicated. All rubbish and mood shall be removed from trenches before placing backfill. Backfill shall be placed in horizontal layers before compaction. Each layer shall be thoroughly tamped, rolled or otherwise compacted. a. Surplus material and debris from the excavations remaining after backfillinq or grading shall be disposed of at the nearest approved dumning around at no cost to the Owner. 2 -A 13. DUST CONTROL: At all times, while the work in this Contract is being performed, precautions shall be taken as necessary to prevent dust or dirt from becoming a nuisance to the general public. 2 -A 14. CLEAN -UP: Upnn completion of excavations and backfill, all surplus earth and other debris shall be removed from the site. DIVISION 2 . I —E—WURT- SECTION 2 -H SAS CRETE PAVING 2 -H 1. GENERAL: Requirements of Division 1 apply to work of this Seect� n. 2 -H 2. SCOPE: Provide asphalt concrete paving complete. 2 -H 3. WORK INCLUDED: Principal items of work include: a. Preparation of subgrade. b. Soil sterilization. c. Aggregate base course. d. Prime coat. e. f. 9• • h. 2 -H 4. WO a. b. Asphalt concrete surfacing. Seal coating. Protection of adjacent work. Striping, pavement marking and bumpers. RK NOT INCLUDED: Concrete paving. Concrete sidewalks, curbs and gutters. 2 -H 5. STANDARDS: "Standard Specifications ", State of California, epil`artment of Public Works, Division of Highways, current edition. 2 -H 6. SUBGRADE PREPARATION: Check elevations and grades of all areas to be pave and, if necessary, regrade to required elevations; proceed as follows: a. Cultivate to a minimum depth of four (4) inches below required subgrade elevation. Alternately water and cultivate until earth is uniformly moistened so that it will properly compact. b. Remove all Unsuitable Materials and other portions of subgrade which o not compact readily and replace with material approved by the Architect. • c. Compact subgrade by means of approved equipment until compaction of at least ninety percent (90 %) of maximum at optimum moisture contect is obtained. ASPHALT CONCRETE PAVING, 2 -H Page 1 2 -H 7. SOIL STERILIZATION: Treat areas-to be surfaced with asphalt concrete with soil sterilizing agent. • a. Material and Application: Use either of the following, as approved: 1) Sodium arsenate solution (weed poison) applied at the rate of ten (10) gallons diluted with 40 gallons of water every 1,000 square feet of surface to be treated. 2) "Poly -Bor- Chlorate: as manufactured by Pacific Coast Borax Company applied in solution of one (1) pound chemical to one (1) gallon of water at the rate of 25 square feet per gallon. 3) "Borascu ", concentrated type, manufactured by Pacific Coast Borax Company, applied dry at rate of 5 -1/2 pounds per 100 square feet of area. b. Approved products of other manufacturers are acceptable provided they are applied in accordance with manufacturer's instructions and are non - flammable type. C. Protection Against Sterilizing Agents: Contractor shall provide necessary protection to prevent injury to persons, animals, adjacent plant life, and property by application of soil sterilizer, and shall be responsible for personal • injury or property damage caused by its application or storage. 2 -H S. AGGREGATE BASE: Provide and compact 6" thick,Class II, 3/4 inch maximum aggregate base per referenced standards. Compact to not less than ninety percent (90 %) of maximum as determined by "California Impact Compaction Test Procedure ". 2 -H 9. PRIME COAT: On compacted aggregate base material, apply roa oil at rate of 0.3 gallon per square yard, at approximately 175 degrees F. After application, barricade area and allow liquid asphalt to penetrate surface before paving operations. Carefully protect vertical surfaces of existing abutting structures, where exposed, against splashing or tracking of asphaltic material. 2 -h 10. PLANT -MIX ASPHALT CONCRETE a. Material: Type A asphalt concrete, having minimum coiies`i— ometer reading of 400 and Type A mineral aggregates as specified in Section 39 of referenced standard. Use 112 inch maximum gradation for total compacted thickness of 3 inches. ASPHALT CONCRETE PAVING 2 -H Page 2 2 -H 10. Plant -Mix Asphalt Concrete: (continued) b. Compacting: Initial or breakdown rolling consists of • one compiete coverage of the asphalt concrete, and perform with a tandem of a 3 -wheel roller. Such roller shall develop a compression in the rear wheels of 250 to 350 pounds per linear inch of roller width. C. Completed Paving: True to grade, thoroughly compacted, smooth, free from ruts, humps and depressions, and not varying more than 1/8 inch in ten (10) feet. 2 -H 11. SEAL COATING: Chevron Asphalt Company "Fog" or equal; apply per manufacturer's instructions by approved applicator at the rate of 0.1 to 0.2 gallon (diluted) per square yard. 2 -H 12. PROTECTION: Do not stain or spot building surfaces, concrete work and other pavement. Protect other work subject to staining with temporary covering. 2 -H 13. QUALITY CONTROL: Furnish Architect with written certification from asphalt products supplier that quality, gradation, proportioning and mixing of materials supplied under this contract meet requirements of referenced Standard. Furnish statement supported by weight tickets showing the following information: a. Calculations showing minimum, amount of materials for • total area to be paved. b. Amounts actually used. 2 -H 14, HEADERS: Wherever asphalt concrete paving does not terminate against a curb, gutter or other structure, provide a header upon the line of termination. Header boards shall be 2 x 6 untreated foundation grade redwood 10 feet lengths minimum. Stakes shall be 2 x 4 redwood minimum 18 inches long, maximum of 5 feet apart. 2 -H 15. BUMPERS AND STRIPING a. Concrete bumpers shall be precast construction with at least two #3 full length reinforcing bars with two anchor holes and 3/4 inch pipe anchors 4 feet long. b. Striping and marking paint shall be specially manufactured for traffic line marking by J. E. Bauer Company or approved equal, as specified in Painting Section. 2 -H 16. CLEAN -UP: Comply with Section 1 -E. ASPHALT CONCRETE PAVING 2 -H Page 3 • • 2 -H 17. GUARANTEE: furnish a written guarantee to Owner, in accordance ordance with General Conditions, Paragraph 4.5 and Supplementary General Conditions, Paragraph 1 -B 8. and i -B 15.a., for a period of one-( year from date of substantial completion. In addition, this guarantee shall include repairing and restoring to first class condition, at no additional cost to Owner, any portion of asphalt concrete paving in which there is weed growth, creeping, shoving, cracking, raveling, softening, excessive or uneven settlement, improperly compacted subgrade or other defects that are due to improper placing, or defective materials that appear within the above stated guarantee period. ASPHALT CONCRETE PAVING 2 -H Page 4 • i • DIVISION 3 CSR fir^ SECTION 3 -A NCP. R M W 0 R K 3 -A 1. GENERAL: Requirements of Division M`s Section. 3 -A 2. SCOPE: This section includes, but furnishing of all plant, labor, eq materials and in performing of all tion with all formwork for cast in complete. A 1 apply to work of is not limited to, the uipment, appliances and operations in connec- place concrete work, 3 -A 3. WORK INCLUDED: Principal items of work include: a. Wood forms. b. Pan joist forms. C. Shoring and false work. d. Ties and accessories. e. Form coating. 3 -A 4. CONCRETE FINISH: The exposed concrete surfaces are intended to not require additional treatment after forming is removed. Surfaces of walls, columns, beams, joist etc, are to have a water repellent sealer only applied to complete the desired finish. Forming, reinforcing, mix design and placing are all critical to achieve this desired finish. This contractor shall promply notify the architect of any condi- tion on the job site or in the contract document that he feels will prevent the finish from achieveing the desired surface. 3 -A 5. GENERAL REQUIREMENTS: a. Shop Drawings: Submit drawings showing typical jointing, pattern, details and materials for forming and shoring of exposed concrete and concrete work and of forms for columns. b. Des Ign�: Base forms and falsework on required values of ii've and dead loads, weight of moving equipment on form- work, height of concrete drop, foundation pressures, stresses, lateral stability and other safety factors during construction. C. Concrete Surface Finishes: Use various form types as specs f Ied ere nafter. CONCRETE FORMWORK 3 -A Page I 4 '. 3 -A 5. General Requirements: (continued) • d. Relation With Other Trades: All trades which require openings or the passage of pipes, conduits, ducts, and other inserts shall be checked and the necessary pipe sleeves, anchors or other required inserts shall be properly and accurately installed. Sleeves, conduits, boxes and other items . for electrical work are specified to be installed under the "Electrical Work" Section of these specifications. Openings in the floors and walls required by other trades shall be reinforced as required. e. Shoring and Falsework: 1) Loads: Distribute loads properly over base area on which shoring is erected (either concrete slabs or ground); if on ground, protect against undermining or settlement. 2) Alignment: Design and construct to provide necessary rigidity, to support loads, to produce in finish structure all lines, grades and camber as required. Set vertical shores for multifloor forms plumb and in alignment with lower tiers to transfer loads directly to them. 3) Camber: Provide suitable jacks, wedges or similar means to induce camber, to take.any settlement in form- work, either before or during placing of concrete. 4) Time of Removal: Do not remove forms until concrete has attained sufficient strength to support its own weight and all imposed loads and removal is approved. Minimum times for removal after concrete placement are as follows: - a) Wall forms, beam sides and pans but not shoring. 4 days b) Column forms 4 days. c) Forms for slabs, joists, etc., but not shoring 7 days d) Forms for soffits and beam bottoms, but not shoring 10 days e) One -half of shoring for soffits, slabs, joists, pans and beam bottoms 14 days f) Leave remainder of shoring in place until 14 days after placing concrete in next slab above; i.e., leave last half of shoring supporting 2nd floor in place . until 14 days after roof slab and beam system is placed, at which time second half of shoring supporting 2nd floor may be removed. CONCRETE FORMWORK 3 -A Page 2 e. Shoring and Falsework: (continued) • 5) Reshoring: In lieu of shore removal as specified above`prov de equivalent approved reshoring at end of 14 day period, permitting form re -use. Install this shoring BEFORE removing original shoring. 6) Record: Maintain form and shoring removal record. 7) Re -Use: Clean and recondition form material before re -use, as approved. Re -use of form material must be approved by the architect before re- erection. 3 -A 6. MATERIALS: a. Lumber: "Construction" grade Douglas fir conforming to W.C.L.A. Grading Rules 15 as revised. b. Plywood: 1) General: U.S. Product Standard PS -166, Grade B -B Concrete forms, Exterior, Class I or II, 5/8" minimum thickness, edgesealed, free of raised or separated veneers, free of oil. 2) Architectural_ EKxposed Concrete: High density over- laid plywood M ass I or Ii —Grp A -B concrete form by • Geogia- Pacific or equal. C. Pan Joist: Form shall be fiberglas or sheet metal manufactured to sizes and profiles indicated. Strength shall be adequate to prevent distortion under wet concrete loads. Finish surface shall be smooth clean and free of mould marks. Forms to be factory reconditioned for this project, re -use must be approved by Architect. 1) Fiber lag manufactured by Century Plastics, 1435 So. Santa e, om!?ton; Interfor - Venice, California or approved equal. 2) Metal - Ceco or approved equal. d. Details: Chamfer, drips, reveal, ornamental details and—f ke items formed in concrete, use smooth milled molds of clear fir well coated as specified. Plastic or metal may be used subject to Architects approval. Special detail in plywood forms shall be as indicated on drawings. e. Ties: Plastic cone snap -in tie as made by Symons, Dayton Sure -Grid or approved equal. f. form�Coa_tin9: Plastic type plywood form coating, comp- • e el t Ty water repellent, free of oil grease, wax or any other substance deleterious to materials applied to concrete. Do Not use form oil. Coatina shall be "Formfilm" as manufactur�y A. C. Horn or approved equal. CONCRETE FORMWORK 3-.A Page 3 3 -A 7. FORM TYPES: Construct forms for concrete to remain exposed painte n a first -class manner, joints tightly and neatly • fitted and filled smooth with non - staining material, sec- tions symetrically arranged on like surfaces in pattern as shown on approved shop drawings. Use no tape or other materials that leave an impression in concrete surfaces. Carefully seal around outlet boxes and other embedments in such concrete to prevent loss of concrete mortar. Conform accurately to locations of construction joints shown in approved details specified hereinbefore. Joints in all Architectural finished concrete work exterior and interior shall be sealed with sponge rubber or epoxy glue placed tight in join to produce a leak -proof joint, a. Form ties, scoring recesses and architectural details shall be accurately positioned to be alined, true and plumb as indicated on drawings. 3 -A 8. CONSTRUCTION: a. Build forms to exact shapes, sizes, lines and dimensions as required to obtain accurate alignment, location and grades, and level and plumb work in finished structure. Provide for openings, offsets, keyways, recesses, mouldings reglets, chamfers, blocking, joint screeds, bulkheads, anchorages and other required features, Small holes and damaged spots to be patched with "Duralite" surfacing • putty. Make forms easily removable without hammering or prvinq against concrete. b. Use ties and spreaders to provide accurate spreading of forms and positive tying of forms together. C. Provide 1/2" x 112" chamfer strips for corners, except for exnosed architectural concrete which shall have reveals as detailed on plans. d. Provide for recesses, rebates, drips and profiles as indicated and /or required. Forms shall be of materials and construction adequate to support safely the loads, so that no sagging, leakage or displacement occurs during and after pouring of concrete, f. Use minimum 8' long form plywood on exposed walls, soffits and columns. All joints in exposed architectural concrete shall be carefully and completely concealed. Fill joints to produce smooth surfaces, intersections and arrises, No form plywood less than 2' long shall be used in exposed areas. g. Cleanouts and Cleanin : Provide temporary openings in wall an co umn orms for cleaning and inspection. Prior to pouring, clean all forms and surfaces to receive concrete. CONCRETE FORMWORK 3 7A Page. 4. 0 • • 3 -A 8. Construction: (continued) h. Inspection of forms is required before steel is placed' and again before concrete is placed. 3 -A 9. REGLETS AND REBATES: Properly form all required reglets and rebates to receive flashing, frames and other equipment. Dimensions, details and precise positions of all such reglets and rebates shall be ascertained from the trades whose work is related to or contingent upon same, and the concrete work formed in accordance therewith. 3 -A 10. EMBEDDED PIPING AND ROUGH HARDWARE: a. Each affected trade required to fasten work to structure, or to insert therein any piping, box, bolt, anchor, insert or other rough hardware, shall set such items securely and accurately in the forms. Contractor shall be responsible for any and all changes in the position of such piping, box, bolt, anchor, insert and other rough hardware after they have been set in the forms. b. Conduits or pipes shall be located so as not to reduce the strength of the construction, and in no case shall pipes other than conduits be placed in a slab 3 -1/2" or less in thickness. No conduit buried in a concrete slab shall have an outside diameter greater than 33% of the thickness of the slab. No conduits shall be placed below bottom reinforcing steel in framed slabs. In slabs on ground place conduit below reinforcing steel. c. Pipe sleeves may that they are no ation and are of not thinner than larger enough to line. pass thr t exposed uncoated standard pass any )ugh slabs or walls, provided to rusting or other deterior- or galvanized iron or sheet steel pipe. Sleeves shall be hub or coupling on the pipe d. Conduits may be embedded in walls provided they are not larger in outside diameter than 1/3 the thickness of the wall, are not spaced closer than three diameters on center, and do not impair the strength of the structure. 3 -A 11. CLEAN -UP: Comply with Section 1 -E. CONCRETE FORMWORK 3 -A Page 5 DIVISION 3 R SECTION 3 -B R INf�NG 3 -B 1, GENERAL: Requirements of Division 1 apply to work of t ifis Section. 3 -6 2. SCOPE: Provide steel reinforcing work complete. 3 -3 3. SHOP DRAWINGS: Submit for approval showing details of ending, we ding, fabrication, cutting and the locating of all shop fabricated members. 3 -B 4, TESTS AND INSPECTIONS: a. Samples: Bars, ties and spirals shall be selected by a representative of the testing laboratory from material at the building site or from place of distribution. Selection shall consist of not fewer than 2 pieces, each 18" long of each sampling. b. Tests: 1) If reinforcement is taken from bundles as delivered from the mill, identified as to heat number and accom- panied by mill analyses and mill test reports, and is properly tagged with Identification Certificate so as to he readily identified. Mill reports shall be sub- mitted. Cost of the testing laboratory for mill test procedure review will be paid by the Contractor. 2) When positive identification cannot be .made or when random samples are taken, tests shall be made from each 5 tons or fraction thereof each size. One tensile and one bend test shall be made from soecimens of each size of reinforcement. Cost of bend and tensile tests shall be paid by the Contractor. C. Inspections: All field welding of reinforcing steel sha be performed under continuous supervision of an inspector representative of the testing laboratory. The laboratory shall be notified at least 24 hours in advance of commencement of anv assembly procedure involving the welding of reinforcement. Contractor shall pay all costs of welding inspection. 3 -B 5. ARTERIALS: a. Pein�f�or_cin,g Bars: Deformed billet steel bars, A.STF4 7(�l3�rade as noted on the drawings. REINFORCING 3 -B Page I 3 -0 5. Materials: (continued) • b. Welding Elpt rodes: ASTM A233, No. 70 Series, low ny rogen, minimum 70,000 psi yield point, delivered in hermetically- sealed labeled containers. C. S d r sfo e i orc - cBars: Galvanized steel chairs oated units for work exposed to view or weather so that finished surfaces will not be marred or stained; use precast concrete only (no metal), suitable sized for load distribution, at slabs on grades or membranes. Use no supports of wood or other cellulose material. d. Tie Wire: Annealed steel, 16 gauge minimum. e. Reinforcing Nesh: ASTM A185 except tensile strength may be reduced to 60,000 psi; mesh and gauge as shown or noted. f.. Prestressing Steel: ASTM 415. 3 -8 6. FABRICATION AND DELIVERY: a. Bending and Forming: Fabricate bars of indicated size and accurately form to shapes and lengths indicated and required, by methods not injurious to materials. Do not heat reinforcement for bending. Bars with • kinks or bends not scheduled will be rejected. b. !ark;ng and S!�ipping: Bundle reinforcement and tag with suitaTle identification to facilitate sorting and placing, and transport and store at site so as not to damage materials. Keep a sufficient supply of tested, approved and proper reinforcement at site to avoid delays. 3 -B 7. PLACING: Coordinate with other trades, and expedite materials and labor to avoid omissions and delay. Provide additional reinforcing bars at sleeves and openings as required. a. Cleaning: Before placing reinforcing, and again before concrete is Placed, clean reinforcement of loose mill scale, oil or other coating_ that might destroy or reduce bond. b. Securing in Place: Accurately place reinforcement and securely wire tie in precise position at points where bars cress. Tie stirrups to bars at both top and bottom. Bend wire ties away from forms: exercise special care at surfaces to remain exposed and unpainted. Support bars in strict accordance with "Recommended Practice for Placing Bar Supnorts ", latest edition, published • by Concrete Reinforcing Steel Institute, using approved accessories and chairs. Bars shall be tight in corners of ties or stirrups to full length. REINFORCING 3 -B Page 2 3 -B 7. Placing: (continued) . C. Spacing and Support of Reinforcement: Exercise parti- cular care to maintain, proper distance and clearance between parallel bars and forms. Provide metal spreaders and spacers to hold steel in position as necessary. Use precast concrete cubes to support reinforcing steel in concrete placed on earth and in footings. Support steel at proper height upon approval chairs, transverse steel bars with hangers or in other manner as necessary and approved. d. Minimum clear distances between reinforcing steel and face of concrete shall be as indicated on drawings, and shall conform to all applicable requirements of specifications. Splices: Do not make splices at points of maximum stress except where indicated. Lap as indicated or necessary to develop full strength or stress of bars. Maintain clear spacing between paralleled bars of not less than one bar diameter, but in no case less than l" nor less than 1 -1/3 times maximum size aggregate. Stagger top splices, and In horizontal wall reinfor- cement separate at least 4' longitudinally in alternate bars of opposite tiers. f. Mesh p.einforcina: Size and gauge indicated. Lap • joints one mesh and wire tie. Concrete Pours: At each location during concrete placing, assign a competent mechanic to inspect re- inforcement and maintain bars in correct position. Approval: Obtain inspection and approval of reinforcing by Inspector, including location of splices, before concrete is placed. 3 -8 8. WELDING: Perform welding, where indicated or approved, by direct electric arc Process, with thoroughly trained and experienced certified operators. Conform all welding to latest edition of AWS D12.1 Specifications for Buildinqs. Use low- hydrogen electrodes. Tack welding of reinforcing bars shall be avoided. a. Preoaraticn: Glean surfaces to be welded of loose scaw nd all foreign material. Clean welds each time electrode is changed. Chip burned edges clean before welds are deposited. b. Characteristics of Welds: When brushed with wire brushes comp eted welds must exhibit uniform section, smoot'ness of welded metal, feather edges without undercuts or over- lays , freedom from porosity and clinkers, and good fusion with penetration into base metal. Cut out welds, or parts of welds, found defective, with chisel and replace with proper workmanship. REINFORCING 3 -B Page 3 DIVISION 3 CONCRETE • SECTION 3 -C C N RE E 3 -C 1. GENERAL: Requirements of Division, 1 apply to work of this Section. 3 -C 2. SCOPE: This section includes, but is not limited to, the furnishing of all 'plant, labor, equipment, appliances and materials, and the performing of all operations in connec- tions with all Cast. In Place Concrete work, complete. 3 -C 3, 14ORK INCLUDED: Principal items of work include: a. Fine grading for concrete work on qrade. b. Structural and non - structural concrete. C. Cast -in place concrete. d. Placement and coordination of all bolts, plates, sleeves and other inserts. e. Cement finishing. . f. On -site curbs and walks. • g. Curinq and sealing. h. Grouting and drypackinq. i. Control joints and expansion joints. 3 -C 4. RESPONSIBILITY: a. Contractor shall Prevent use of any materials or ,procedures on concrete surfaces which would prevent Proper installation of any materials or procedures to be applied on such surfaces at a later date. b. if any materials or procedures as specified might Prevent proper installation of any other specified materials or procedures, this Contractor shall, before proceeding with the work, request instructions from the F,rch4tec1. 3 -C 5. SAMPLING, TESTING MATERIALS: Tests of Materials. Hake in accordance with applicable Buildinq Code and as specified herein, including concrete materials and manufactured concrete. II - CONCRETE 3 -C Page 1 3 -C 5. Sampling and Testing Materials: (continued) • a. Cement: Make tests in accordance with ASTM C150. 11aTe—tensile strength test at 7 days. Tag portland cement for identification at location of sampling. Provide certification by Testing Agency or Building Department - approved cement mill laboratory. C� E I . Aggregate for Stone Concrete: Test aggregate before and a ter concrete mix is established and whenever character or source of material is.chan.ged. Include a sieve analysis to determine conformity with limits of gradation. Perform samnlinn_ and testing in accor- dance with Standard 1ethods of applicable ASTM Speci- fications, current issue as follows: 1) Sampling: ASTM D75. Take samples of aggregates at source of supply or where source of supply has been approved, at the ready - (transit) mixed concrete plant. 2) Testing: a) Sieve Analysis. ASTF! C136. b) Organic Impurities. AST'! C40. c) Soundness. ASTM C88. Loss resulting therefrom, after 5 cycles, shall not exceed 8% of coarse aggregate, 10% for fine aggregate. d) Abrasion of Concrete Aggregate, ASTM C131; loss shall not exceed 10 -112% after 100 revolutions, 42% after 500 revolutions. e) Deleterious Materials. AST ?! C33. C. Tests of Concrete: 1) Compression Tests: Make one set of at least 3 standard test cylin ers from each day's placing and each 150 cu. yds., or fraction thereof, of each class of concrete. Date cylinders, number and tag, indicating location from which sample was taken. Indicate slump test result of sample. Do not make more than two series of tests from any one location or batch of concrete. 2) Test Cvii_nders: Make test cylinders at the job, in accordance with ASTM C31, 24 hours after making, store cylinders under moist curing conditions, at approximately 70 °F., until tested. Test specimens in accordance with AST(V C39 at the age of one at 7 and 2 at 28 days. CONCRETE 3 -C Page 2 C. Tests of Concrete: (continued) • 3) Below- Strength Concrete: Should strength of concrete, ts as indicated by tes, fall below required minimum, then additional tests of concrete which the unsatis- factory samples represent may be required. Make such test in accordance with ASTM C42. Fill the holes, make by cutting cores, with dry pack concrete. Tests for below- strength concrete shall be paid for by the Contractor, even though such tests indicate the con- crete has obtained the required minimum compressive strength. 3 -C n. CONCRETE MIX DESIGNS: Testing Agency shall design concrete mixes to meet specified requirements. Strength Requirements: Design, concrete mixes for stru- ctural concrete for minimsm 28-day compressive strengths required by Structural Drawings and Soecifications. b. Design concrete mixes for workability of mix and durability of concrete. Concrete mixes shall be rigidly controlled in accordance with Method 2 of Section 502 Building Code Requirements for Reinforced Concrete (ACI 318) of the American Concrete Institute. When, in the opinion of the Architect or other author- ities having jurisdiction, it becomes necessary to • increase the cement content to gain the required strength, such adjustment shall be made at the Contractor's expense. C. Admixtures: Add to concrete mixes, upon approval prior to use, and modify mix proportions. 3 -C 7. POURING SCHEDULE: Submit for anoroval details and /or sketches showing location of each proposed construction joint. 3 -C 8. RECORDS MAINTAINED BY CONTRACTOR: Maintain an accurate record showing date and time of concrete placement in each portion of structure. Correlate placing record to record for test cylinders made by Testing Agency. Main- tain a seoarate record giving dates of removal of forms, shoring inc'udi ^,g first and second halves, and reshoring if used. Keep records available for inspection at site. Upon completion deliver two copies of each to Architect, in approved form. 3 -C n. DEFECTIVE WORK: At Contractor's expense, remove defective materia and/or faulty workmanship, work not formed as indicated, or not true to alignment, or not plumb or level, or not true to grades, slopes and levels, or that has voids or rock pockets, or has sawduct, wood, or debris embedded • in it, or does not fully conform to Contract Document requirements, or does not meet test requirements, and re- place with work that conforms with indicated and specified requirements, as approved. CONCRETE 3 -C Page 3 L 0 3 -C 10. MATERIALS: a. Portland Cement ASTM change Brand during approval. C150, Type I and *11. Do not progress of work without prior b. Conventional Aggregates: ASTM C33, except as modified herein, frer; sources approved by California State Highway Department. Do not change sources without prior written approval. Conform to ASTM Ell for square -mesh grading sieves. 1) Fine Aggregate: Clean, hard, strong, durable partic es of natural sand, containing not more than 1% by wieght of clay, shale, schist, mica, coated grains, soft or flaky particles, coat, alkali, and other deleterious matter, passing a 3/8" mesh sieve, uniformly graded from coarse to fine, with at least 95 °b passing a No. 4 sieve, and not to exceed 2% passing a No. 200 sieve. Whenever the sieve analysis indicates a deficiency of fines or non - uniformity of the graduation,-use a combination, of fine aggregates and asphalt plant sand in such proportions as required to,oroduce specified results. 2) Coarse Aggregate: Clean, hard, fine - grained, sound, washed gravel or crushed stone, containing not more than 2°o by weight of shale or cherty material, not more than 5X by weight of flat thin, elongated, friable, or laminated nieces, and free of oil, oroanic matter, or other deleterious substances. Where one dimension is in excess of 2 -1/2 times its average thickness consider the pieces as flat or elongated. Furnish coarse aggregates in two or more gradations, separately mea- sured and introduced into the mix, except that in columns and others areas congested by reinforcement, 3/4" maximum size shall be used. a) 1" Maximum Size Aggregate. Grade uniformly from that passing a 1" mesh sieve to that retained on a No. 4 sieve. Use for all conventional weight concrete not otherwise specified. b) 1 -112" Maximum Size Aggregate. Grade uniformly from that passing a 1 -112" mesh sieve to that retained on a 3/4" mesh sieve. Use in concrete for pile caps, grade and tie beams, and foundations, unless otherwise specifically approved. 3) Physical Properties: Aggregates must conform to requirements snecified for tests of materials under Section 1D, "Tests and Inspections ". CONCRETE 3 -C Page 4 1) Liquid Curing Compound. ASTM C309, submit desired product for architects approval. Standard- product fugitive resin type free of silicone, wax, or oil, compatible with subsequently applied finishes or coverings, not deleterious to bond of cemetitious materials to concrete, delivered in unopened labeled containers. 2) Concrete Curing Paper. ASTM C171, non - staining reinforced type. Joints shall be sealed with sealant tape as recommended by manufacturer of paper. Non- Shrink Grout: Master Builders Co. "Embeco ", A.C. Horn Vi ro of , Burke "Metallic Grouting Compound ", or approved equal. Use a non - staining grout where exposed to weather. f. Chemical Admixtures: ASTM C494, Types A. D or E. A mixtures may be used only with written approval . subject to certification based on tes -ts and data. Submit certificates in triplicate, with related CONCRETE 3 -C Page 5 . ` ,.7; b. Conventional Aggregates: (continued) • 4) Combined A re afes for Concrete: Table indicates required combine gra ding of ine and coarse aggregates when particles are reasonably uniform in grading and coarse aggregates are of a general rounded nature. PERCENT PASSING ( BY WEIGHT Sieve Number of Size in Inches 1 -112" Maximum 1" Maximum 3/4" Maximum 1 -112 inch 95 -100 -- -- 1 inch 75 -90 90 -100 -- 3/4 inch 55 -77 70 -90 90 -100 3/8 inch 40 -55 45 -65 60 -80 No. 4 30 -40 31 -47 40 -60 No. 8 22 -35 23 -40 30 -45 No. 16 16 -30 17 -35 20 -35 No. 30 10 -20 12 -23 13 -23 No. 50 2 -8 2 -10 5 -15 No. 100 D -3 0 -3 0 -5 5) Lightweight A, re ates for Structural Concrete: ASTM C330, Ridge ite, Rock ite, Crest ite or other approved coated expanded clay or shale. Dry loose weight not less than 38 lbs. per cu, ft., maximum 9/16" size. Measure aggregate by volumetric batching. • C. Water: Cl -ean and free from deleterious amounts of acids, alkalis, salts or organic material. d. Curino Materials: 1) Liquid Curing Compound. ASTM C309, submit desired product for architects approval. Standard- product fugitive resin type free of silicone, wax, or oil, compatible with subsequently applied finishes or coverings, not deleterious to bond of cemetitious materials to concrete, delivered in unopened labeled containers. 2) Concrete Curing Paper. ASTM C171, non - staining reinforced type. Joints shall be sealed with sealant tape as recommended by manufacturer of paper. Non- Shrink Grout: Master Builders Co. "Embeco ", A.C. Horn Vi ro of , Burke "Metallic Grouting Compound ", or approved equal. Use a non - staining grout where exposed to weather. f. Chemical Admixtures: ASTM C494, Types A. D or E. A mixtures may be used only with written approval . subject to certification based on tes -ts and data. Submit certificates in triplicate, with related CONCRETE 3 -C Page 5 . ` ,.7; f. Chemical Admixtures: (continued) laboratory test reports attesting that admixture • proposed for use meets specified requirements and is identical in composition and concentration with type used in test for acceptance. • 40 Floor Slab Stain and Wax: "Kemiko Stains" and "Kemiko Colored Wax", or approved equals, as manufactured by Kemiko, Incorporated, Hollywood, California. h. Ex ansion Joint Strip Material: Asphalt saturated str ps fu depth of Slab, " thickness unless otherwise indicated. i. Construction Joints: "Keyed Koid Joint" as manufactured by Key o d, Inc. or approved equal,. 3 -C 11. DELIVERY, STORAGE AND HANDLING: Deliver materials in time y manner to insure uninterrupted progress of work. Store materials in a manner that will preclude damage and permit ready access for inspection and identification. 3 -C 12. CONCRETE MIXING. a. General: Concrete shall be transit mixed, from an approved, off -site plant. Transit -Mixed Concrete: 1) Conform to ASTM C94, except materials, testing and mix design shall be as specified herein. Use transit mixers equipped with automatic devices for recording number of revolutions of drum. . 2) Do not deliver transit -mixed concrete to job with the total specified amount of water incorporated therein. Withhold 2 -1 /2 gallons of water per cu. yd., then incorporate in mix before concrete is discharged from mixer truck. Adding of water shall be under supervision of Construction Engineer. Each mixer truck shall arrive at the job site with its water container full. In event container is not full and concrete tests to a greater slump than specified, such a load is subject to rejection. CCoon�si_s_tenSZ: Do max m m quantity workability requi poured. Measure with ASTM C143. Part of Structure not permit specified; red by the consistency quantity of water to exceed use minimum necessary for part of the structure being of concrete in accordance Maximum Slum Footings, Foundation Walls & Mass Concrete 4 inches Slabs on Grade 3 inches Reinforced Concrete over 8" thick 4 inches Reinforced Concrete 8" or less thick 5 inches Reinforced Concrete Slabs 4 inches CONCRETE 3 -C Page 6 3 -C 13. PREPARATION BEFORE PLACING: Remove excess water from forms before concreft-e--i's—IcTeposited. Divert any flow of . water without washing over freshly deposited concrete. Remove hardened concrete, debris, and foreign materials from interior of forms and from inner surfaces of mixing and conveying equipment. a. Reinforcement: Shall have bee secured under work of Section Reinforcement and inspected and approved. Embedded metal shall be free of old motar, oils, mill scale, and other encrustations or coatings that might reduce bond. Wheeled concrete - handling equipment shall not be wheeled over reinforcing nor shall runways be supported on reinforcing. b. Wetting: Wet wood forms sufficiently to tighten up cracks. Wet other materials sufficiently to reduce suction and maintain concrete workability. C. Earth �SSu_bb�r�aad��e��: Dampened 24 hours in advance of concrete placing, but not muddied. Re -roll where necessary for smoothness and remove all loose material 3 -C 14. NOTIFICATION OF ARCHITECT: In order to make a dimensional check of the layout, the Contractor shall notify the Architect a minimum of 72 hours prior to formwork construc- tion and again 72 hours prior to placement of concrete. 3 -C 15. JOINTS IN CONCRETE: General: Locate joints in concrete as indicated and /or as approved. Obtain approval of points of stoppage of any pour. Slightly round top edge of joints in slabs to prevent spalling, if tooled. b. Construction Joints: Clean and roughen horizontal surface of construction joints by removing entire surface and exposing clean aggregate solidly embedded in mortar matrix. The hardened concrete shall be watered and kept wet for at least 24 hours before placing new concrete. Joints in Slabs - Floor Slabs, Paving and Walks: Provide pour Joints, doweled joints, contraction joints, expansion joints or other types shown. Where not other- wise indicated, provide expansion joints of asphalt - saturated felt strip material in exterior paving, at 30 feet maximum spacing and at all building corners. 3 -C 16. CURING CONCRETE: a. Water Curing: Maintain forms containing concrete in T thoroughly wet condition until forms are removed. Maintain all concrete in a continuously wet condition for not less than 7 consecutive days after pouring. For curing of flatwork, see Section Concrete Finishes,. CONCRETE 3 -C page 7 3 -C 16. Curing Concrete: (continued) • b. Keep surface moist with fine fog spray until protected by above specified cure. 3 -C 17. CONVEYING AND PLACING CONCRETE: General: Pour no concrete until reinforcing steel and ors have been approved by authorities having jurisdiction. b. Conveying: Do not drop concrete, from its point of re el ase at mixer, hoppers, tremies, or conveyances, more than 6' in unexposed work and 3' in exposed work. Deposit directly into conveyances and from conveyances to final points of repose. Do not pour structural concrete unless laboratory inspector is on the job nor outside of regular working hours. Deposit concrete so that the surface is kept level throughout, a minimum being permitted to flow from one portion to another. C. Placing: Pour concrete into forms immediately after mixing, in a manner that will prevent separation of ingredients and in horizontal layers not over 12" thick. Tamp the freshly poured concrete into place, working as continuously as possible to previously approved stopping point. Protect, by suitable devices and methods, all membraned, waterproofed surfaces and work of other trades from damage. • d. Com acting: Compact each layer of concrete with approved mec in vibrating vibrating equipment.. Transmit vibration directly to concrete, in no case through forms. Intensity and duration of vibration shall be sufficient to accomplish thorough compaction. Supplement vibration by forking or spading by hand, adjacent to forms on exposed faces. Compact and work concrete into all corners and angles of forms and around reinforcement and embedded fixtures. 3 -C 18, MISCELLANEOUS CONCRETE WORK a. Equipment Bases: Provide concrete bases and anchorages for mechan' cal —and electrical equipment as indicated and shown on approved shop drawings of related trades. b. Interior Curbs: Form all curbs to size and shape as noted on the drawings and precast against smooth wood or steel forms. Steel trowel tops of curbs. Install properly all metal cans, anchors, or other inserts. 3 -C 19. GROUTING,: Perform all indicated and required grouting, except grouting specified as work of other sections. Use "Embeco" grout and install by dry - pack method unless rodding and • puddling is approved. Finish exposed grout to match adjoining surfaces. CONCRETE 3 -C Page.8 3 -C 20. CONCRETE FINISHES: • a. General: The exposed concrete surfaces are intended to not require additional treatment after forming is removed. Surfaces of walls. columns, beams, joist, etc, are to have a water repellent sealer only applied to complete the desired finish. Forming, reinforcing, mix design and placing are all critical to achieve this desired finish. This contractor shall promply notify the Architect of any condition on the job site or in contract document that he feels will prevent the finish from achieveing the desired surface. b. SSaampllees: Prior to starting work on any portion of the building, the Contractor shall prepare at the site samples, cast similarly to the construction required in the building. The sample making shall demonstrate forming procedures, form watertight joint construction, tie rod placement, mix workability, placing and vibrating procedures, form removal procedures, tie rod cone hole finishing, techniques, and the Contractor's ability to match the approved finished textures and colors. One (1) sample at least 4' high by 8' long of typical cast in place vertically, including portion of reveal details. Contract may use only one of the interior walls for sample location to be selected by Architect. For purpose of clarity, each type of concrete surface • is assigned a letter. The following is a brief descrip- tion of each surface. 40 Texture A: "As -cast surface" refer to paragraph 3 -C 20.a. W e�i n o ing is removed surface shall be as required without surface defects. Care shall be taken to elimin- ate honeycoming,air pockets, rock pockets, pop -outs, staining, sand streaking, plywood form grain marking and joint mark and undesirable finishes. 1) Tie Cone Holes. Plastic tie cones shall be removed and holes packed with non - shrink grout, recessed 3/8" behind finish surface. 2) Patching and repairing if required method and area of work shall be reviewed with Architect prior to commencing. d. Slab finishing and Curing: Compact and tamp concrete as herein eft— ore to bring 3/8" of mortar to surface, float and apply following finishes. Make finished surfaces level or sloped as indicated, with maximum deviation of 1/8" from 10 -foot straightedge for exposed finishes. CONCRETE 3 -C Page 9 d. Slab Finishing and Curing: (continued) • 1) Texture B: Monolithic Trowel Finish. For all floor surfaces not otherwise specified. Float to straight- edges, with sufficient pressure to bring water to surface. After surface water disappears and surface is sufficiently hardened, steel trowel and retrowel to smooth surface. After concrete has set enough to ring trowel, retrowel to burnished imprevious finish free of trowel marks or other blemishes. 2) Texture C: Steel Float Finish. Same as monolithic trower_R sh, except omit burnish troweling. Apply on surfaces to receive resilient floorings or carpet. 3).Texture D: Wood Float Finish. Float to screeds. When ready, finish with wood floats to a uniformly textured surface. Apply on surfaces to receive built -up roofing. 4) Texture E: Rough Finish. Float to screeds. When surface water disappears, roughen surface in two direc- tions with stiff wire brooms or garden rakes. Apply on slabs to receive mortar underbeds for ceramic tile. 5) Texture F: Stained, polished and waxed finish. Steel trowel the concrete surface as in "B" and apply stain and wax in strict accordance with latest printed • specifications and instructions of manufacturer herein specified. • 6) Texture G: Broom finish. Prepare same as "B ", normal slab finish. When ready, roughen surface with a light broomed finish. Apply on exterior paving and slabs not specified or noted otherwise. 7) Slab It�aininy Exposed concrete floors shall be staine pOTisT d and waxed strictly in accordance with manufacturer's latest printed specifications and the following: a) Preparation of Surfaces: Surfaces of concrete floors must be free from moisture seepage and thoroughly dry; must be free of any paint, wax, grease, curing compound, plaster or dust. (1) Acid Wash: All concrete surfaces (remaining exposed) shall be scrubbed with a stiff brush or push broom using one (1) gallon of a 20% muriatic acid solu- tion to each 100 sq. ft. of floor area - one gallon of solution will wash 100 sq, ft. twice: thoroughly rinse and allow to thoroughly dry. CONCRETE 3 -C Page 10 7) Slab Staining: (continued) • b) Inspection: Manufacturer's representative must inspect all surfaces to be stained after surface pre- paration is completed and his approval must be obtained prior to application of stain. c) Application of Stain: Stain shall be applied in strict conformance with manufacturer instructions. d) Manufacturer's Guarantee: Furnish a printed guarantee from the manufacturer of the sealer, properly and legally completed, for a period of two (2) years from substantial completion and deliver to Owner prior to final inspection. 8) Curing: Apply as soon as feasible after finishing operations, without marring surfaces, and in any case on the same day. a) Exposed Surfaces: On surfaces to remain exposed or to receive liquid hardener, resilient flooring, direct bonded mortar or cement topping, or roofing membranes, use concrete curing paper only, joints sealed with pressure- sensitive tape; immediately repair any tears during curing period. b) Other Surfaces: Either concrete curing paper • applied as specified above, or liquid curing compound applied in accordance with manufacturer's printed recommendation. c) Curing Period and Protection: Maintain curing mediums in proper sealed condition for minimum of 10 days after application. Keep traffic on curing surfaces to a minimum possible. Immediately restore any damaged or defective curing media. 9) Li quid Hardener: Apply on interior concrete floors where sc e UT e3- — Prepare surfaces and apply in three saturating coats 24 hours apart, each coat kept wet and fluid for at least 15 minutes. .After last coat is dry thoroughly wash and mop to remove excess crystals. 3 -C 21. PATCHING: a. Patching shall be accomplished as soon as practical after the formwork has been removed. b. The area of the patch shall be cut away to a depth suf- ficient to hold an adequate portion of patching material. The cut -away area shall be made in an uneven pattern, so as to disguise and blend the patch with the surrounding • surface. CONCRETE 3 -C Page 11 3 -C 21. Patching: (continued) • c. Concrete adhesive shall be carefully applied to the recess, taking care that none is deposited on the surrounding surfaces. 16 0 d. Fill the void with a mixture of concrete the same as used in the original placing. Take care that the water content of the patching material is controlled exactly. A wetter mix than the original will produce a dark patch. e. Placement of patching materials shall be done in such a manner as to insure that the aggregate in the patch approximate the matrix of that in the area surrounding the patch. f. Grind any high spots in the patching material smooth and true to the surface of the surrounding area. g. When patch is curred, it shall be bush hammered or sandblasted, taking care to blend it with the surrounding areas without over - sandblasting them. h. It is suggested that one way to finish the patch to blend and match the surrounding surface is by the use of a small percussion needle. CONCRETE 3 -C Page 12 DIVISION 3 ON E SECTION 3 -D PR CAS PRESTRESSED CONCRETE 3 -0 1. GENERAL: Requirements of Division 1 apply to work of this Section. 3 -D 2. SCOPE: This section includes, but is not limited to, tTie furnishing of all olant, labor, equipment, appliances and materials and the performing of all operations in connection with the erection of the prestressed concrete work, complete. 3 -D 3. GENERAL RERUIRE'ENTS: a. Shop and Erection Drawinas: Prepare, submit and obtain anproval of shop and erection drawings. Drawings shall show all details for reinforcing, connection, lifting and handling. Erection drawings small show the loca- tion and placement of each unit individually by suitable symbols. Shoring proposed for use shall be detailed and accompanied by structural calculations. Drawings shall be accompanied by suanlemental calculations for any variations proposed by the Contractor; supplemental calculations shall be made, signed, and stamped by a • Structural Engineer registered in State of California. 0 Testing and inseeetion: All Code reouired inspections and materia testing for work of this Section shall be at Contractor's exnense. Also all expenses for retesting and reinspection shall be borne by Contractor. Conform with applicable requirements of Code and governing ASTM Standards. 3 -D 4. MATERIALS: Except for prestressing strands; cement, sand, aggregate, water reinforcement, mix design and testing shall conform to the requirements specified under Section "Cast -In- Place Concrete ", using lightweight aggregate 115 lb. per cu. ft, concrete. The proportions of cement, water and aggregates, and the grading and maximum size of coarse aggregate shall be as recommended by the unit manufacturer for the concrete strength required, as approved. Except as otherwise herein specified or otherwise indicated on drawings, work of this Section shall. conform with applicable requirements contained in Sections: Concrete Formwork and Concrete Reinforcement. PRECAST PRESTRESSED CONCRETE 3 -D. Page 1 3 =D 5. • 0 • BRICATION: a. Fabricate prestressed concrete manufacturer regularly engaged of prestressed concrete units. shall conform to ACl -ASCE Joint "Tentative Recommendations for and as indicated and specified. prestressing may be permitted i by the Architect at the time of units in plant of a in the manufacture Design and construction Committee 323, Prestressed Concrete ", On -site casting and f requested and approved bidding. Forms: Construct forms for units in the sizes and se— c -on profiles indicated on the drawings. Forms shall conform to the requirements specified under Section "Concrete Formwork ", except that unit manufacturer's standard forms may be used provided the requirements specified for size, profile, and finish are obtained. Prestressin Strands: Provide the number of prestressing strap s an ocation of each wire in the units as indicated on drawings. Use strands of diameters-shown, 7 -wire strand, stress relieved, uncoated, and having center wire larger than outer wires. Submit test reports in accordance with the requirements noted on drawings. d. Metal inserts to be cast in the units shall be as indicated and as detailed Manufacturer shall be responsible for placement in forms in accordance with drawing, and shall furnish and locate cast into poured -in -place concrete. for connections on shop drawings. their proper approved shop inserts to be Concrete Strength: Concrete for the units shall have the indicated minimum compressive strength at an age of 28 days. Make test and control cylinders for, each day's production of units for this project or for each group of 10 units cast on the same day, whichever is less. Make control tests to establish the developed strength of the concrete prior to transfer of initial tension. f. Casting of,concrete shall require mechanical rolling, vibration or other approved method to completely con- solidate the concrete. Finished work shall be free of honeycomb or voids, with straight, true edges and surfaces. Exposed surfaces or surfaces to be painted shall have finish as specified for exposed concrete under Section "Cast -In -Place Concrete" Score and roughen top surfaces of units for bonding of concrete placed thereon. Reduce handling and conveying of units before curina to a minimum by use of machinery designed to prevent bending or shock liable-to oroduct incipient cracks or other damage. PRECAST PRESTRESSED CONCRETE 3 -D Page 2 3 -D 5. fabrication: (continued) • g. Curing: The minimum curing of precast prestressed concrete units shall consist in keeping the concrete continuously damp for at least 7 days. Curing by high- pressure stem, steam vapor, or other accepted and approved processes may be employed to accelerate the hardenino of the cement and to reduce the time of curing, provided, however, compressive strength of concrete is at least equal to that obtained with the curing specified above and that 28 -day strength meets requirements specified. After curing, units shall be stored, stacked, and transported in a manner to prevent the development of cracks or damage. Plainly mark each unit in accordance with the approved erection drawings to indicate its location and orien- tation in the structure. • 3 -D 5. ERECTION: a. Setting: Accurately place each unit in proper loca- tion and adeouately shore during erection to insure proper alignment and safety as shown on approved erection drawings. Maintain such bracing or support until permanent connections are made and structural concrete topping and connections are in place and cured a minimum of 14 days. Perform erection work by experienced workmen in a :Wanner to prevent excessive bending about either axis. b. Pads: Install neoprene bearing pads consisting of elastomer and fabric bonded together where shown. Use neoprene of type and density to produce the approximate compression indicated. C. Welding for connections shall conform to the require- ments of Section "Cast -In -Place Concrete ". Wherever possible, welds shall be continuous, and ground smooth where placed on exposed surfaces. d. Grouting is specified and included under Section "Cast - In -Place Concrete ". 3 -D 7. COMPLETION: All units shall be in place, properly and completely connected, and approved before units are enclosed. Any units damaged or defaced where, in the opinion of the . Architect, suitable and adequate repairs cannot be made will be rejected, even though delivered or erected, and whole, sound replacement units provided at no extra cost to the Owner. 3 -0 8. CLEAN -UP: Comply with Section I -C. PRECAST PRESTRESSED CONCRETE 3 -D Page 3 3 -D 9. GUARANTEE: furnish a written guarantee to Owner, in accordance with the General Conditions, Paragraph 4.5 • and 13.2 and the Supplementary ;eneral Conditions, Para- graph 1 -B 15.a., for a period of one (1) year from date of substantial completion. E 0 PRECAST PRESTRESSED CONCRETE 3 -D Page 4 .._..._ .. �:. -. -., .....a:»io�5f'®�c..m•� =::° ,. , ;., ., ;..�s�:.a, ... _ -= .,_ �' DIVISION 5 METAL: STRUCTURAL AND . MISCELLANEOUS SECTION 5 -D MISCELLANEOUS METAL 5 -D 1. GENERAL: Requirements of Division 1 apply to work of t ti`s— Section. 5 -D 2. SCOPE: Furnish and install miscellaneous metal work as in icated and specified, complete. 5 -D 3. WORK INCLUDED: Principal items of work include: a. Miscellaneous iron and steel items. . b. Steel angle at ,jambs - overhead doors. C. Steel angles at sills. d. Handrailing (hose tower). 5 -0 4. WORK NOT INCLUDED: a. Structural steel. • b. Metal door frames. C. Rough hardware. d. Finish painting. 5 -0 S. MATERIALS: I >laterials shall be free from defects impairing strength, durability, appearance and shall be of the best commercial quality for the purpose specified and made with structural properties to safelv withstand strains and stresses to which they may be normally subjected. Protect metals from injury at shop, in transit, and until erected in place, insnected and accented, in accordance with the Supplementary General Conditions. a. Steel Shapes: Conforming to ASTM A36. b. Miscellaneous Steel: Unless otherwise noted shall be mild steel. C. Nuts and Be-Its: Conforming to ASTM A307. d. Weldinn Rods: Conforming to ASTM A233, of type best suited for intended use. • e. Galvanizing: Conforming to ASTi'. A123. For steel sheets galvanizing shall conform to .ASTM A93. Galvanize after fabrication. MISCELLANEOUS METAL 5 -D Page 1 5 -D 6. COOPERATION: The Contractor shall cooperate and coordinate the work of this Section with all other trades whose work • is affected by or comes in contact with the work herein specified. 5 -D 7. FABRICATION AND INSTALLATION: Fabricate the work to shape and si,ze indicated, with sharp lines and angles and smooth surfaces. Securely weld or bolt connections. Dress all welds smooth on exposed surfaces. Provide necessary accessories so that work can be assembled in a neat and substantial manner. Thickness of metal, detail of assembly and support shall give ample strength and stiffness for the purpose for which it is used. Smooth exposed edges of metal and form joints exposed to weather in a manner to make them waterproof and weatheroroof. Provide 'bolts, anchors, inserts, sleeves and other miscellaneous metal items that are to be installed in forms or built into concrete before Douring starts. Examine and check architectural, structural, mechanical and electrical drawings for location of such items, and if not shown but required, they shall be provided under this section. b. Angle supports shall be furnished and installed for the support of and attachment of materials to the various parts of the structure. Supports shall be of sizes indicated and welded, screwed, bolted or • anchored as required. Bent Steel Plates, Clips and Anchors: Fabricate of s ee�i— t step ; gauge, size, angle or shape as indicated, detailed or required. Hot dip galvanize after fabrication. Steel backing Dlates let into and secured onto wood stud framing for engaging and fastening work of other trades, in locations as indicated or necessary, shall be provided. Steel spacers of size and thickness to accommodate stair rail 'brackets at surface of finished wall shall be secured to steel backing plates by weldina or machine screws as best suits conditions. 5 -D 8. WELDING: Welding, unless otherwise indicated or specified, shall --Fe by the shielding electro -arc method. Use coated welding rods, not fluxed, or type recommended by manufacturer for use with parent metal. Grind welds on exposed surfaces to a smooth finish. All welding shall be done by qualified welders in accordance with the requirements of the American Welding, Society's "Code for Are and Gas Welding in Building Construction ". 5 -D 9. DOOR PROTECTION ROLLERS: Fabricate and install roller as • eta' ed and shown on drawings. Roller shall be fabricated from cold dra +:n seamless steel tubing. Supports and roller points shall comply with details as shown. MISCELLANEOUS METAL 5 7D -Page 2 a 5 -D 10. SLIDE POLE: Fabricate and install poles complete. Poles shall be seamless steel tubing size as shown on drawings. • Surface shall be cleaned by sandblasting, grinding and /or filling as reouired to obtain a smooth surface with no millscale, rust, scaling, etc. Contractor shall submit a 6" long sample to the Architect for approval Prior to fabrication. 5 -D 11. HOSE STORAGE: furnish and install hose storage racks per details and drawings. a. Brackets shall be "WB" aluminum Lok -Tite Nose bracket manufactured by Hal prin Supply Company, 3804 S. Broadway Place, Los Angeles, California. b. Pipe supports shall be 1 -112" steel pipe. c. Wood frames - see Rough Carpentry. 5 -0 12. PAINTINC-: All miscellaneous steel and iron work, (except non - ferrous metal and items which manufacturer finishes orime coated) described in this Section, shall be painted as herein specified. a. Paint shall be an approved ..rand of red lead primer thoroughly mixed, and delivered in original unbroken containers, marked with the maker's name and brand. • b. Before leaving the shop, all steel and iron work shall be thoroughly cleaned of all scale and rust, qrease an.-' dirt with wire brushes, and shall be given one (1) coat of paint, evenly spread, and worked into all ;oin!.s and open spaces. All parts inaccessible after assembling or erection shall receive two (2) coats of paint before being fastened together, except surfaces which will be buried in concrete. C. Non- galvanized surfaces shall receive one (1) coat red lead primer. d. Galvanized surfaces which are to have additional coats (coat) of paint shall receive one (1) coat of zinc -dust- oxide primer, conforming to Federal Spacification TT- P- 00641e. e. Painting shall be done only when the surface of the metal is perfectly drv. It shall not be done in wet or inclement weather, unless work is protected under cover. f. Finish oaintino for the work herein specified will be done under another Section titled "Finish Painting ". MISCELLANEOUS METAL 5 -0 Page 3 DIVISION 5 METAL • SECTION 5 -E Abp MET AL METAL 5 -E 1. GENERAL: Requirements of Division 1 apply to work of this Section. 5 -E 2. SCOPE: Provide miscellaneous metal work complete. 5 -E 3. WORK INCLUDED: Principal items of work include: a. Shop drawings. b. Miscellaneous metal items indicated on drawings, specified, or required for completion of contract, unless included under other Section of specifications. c. Handrails (stairs). d. Flagpole. 5 -E 4. WORK NOT INCLUDED: a. Structural Steel. • b. Lettering and plaque. c. Rough hardware. d. Setting of items to be embedded in concrete. e. Sheet metal work. f. Finish painting. 5 -E 5. GENERAL REQUIREMENTS: a. Verification of Conditions: Verify conditions at site affecting work of this ection, and obtain accurate dimensions. Report discrepancies between drawings and field dimensions to Architect prior to commencing work. b. SShhop Dr�awi�n�s : Submit shop drawings in accordance with Ge- neral C— on�fitions Paragraph 4.13 and Supplementary General Conditions Paragraph 1 -B 11., showing materials, construction and fabrication details, layout and erection diagrams as required, finish of exposed welds, and method of anchorage to adjacent construction. Prior to submittal, coordinate shop drawings with related trades to insure proper.mating of assemblies. ORNAMENTAL METAL 5 -E Page 1 5 -E 5. General Requirements: (continued) • c. Cooperation: The Contractor shall cooperate and co- or mate the work of this Section with all other trades whose work is affected by or comes in contact with the work herein specified. 5 -E 6. MATERIALS: Materials shall be free from defects impairing strengt , durability, appearance and shall be of the best commercial quality for the purpose specified and made with structural properties to safely withstand strains and stresses to which they may be normally subjected. Protect metals from injury at shop, in transit and until erected in place, inspected and accepted, in accordance with the Supplementary General Conditions, Paragraph 1 -B 14. 5 -E 7. HANDRAILING: Furnish and install aluminum handrail at stairways as shown on plans. Rail shall be Railtec "400" as manufactured by Railter Corporation, 2360 Tea Garden Street, San Leandro, California. Railing shall include wall brackets, end caps, 90° mitered corners, and other fitting to provide a complete installation. Finish shall be 204 -R1. Shop drawings shall be furnished to the Architect for approval. • c. Installation shall be in strict accord with manufacturer's written instructions and specifications. 5 -E B. FLAGPOLE: Furnish and erect, where shown on plans, cone tapered aluminum flagpole, complete with standard fittings as manufactured by "Acme Flagpole Company ", American Flagpole, Babcock -Davis or approved equal. Flagpole shall be ground set, 35 feet (exposed height) above ground, by 38 -1/2 feet total length. Outside butt diameter 7 inches. Tapered portion 19'3 ", top diameter 3 -1/2 ", ball 6" diameter. Install concrete foundation in accordance with details as shown and their standard details. c. Yard -arms of tubular aluminum shall be provided at three - quarter elevation, length to be 25% of pole height. Standard accessories shall be provided for yard arm. Two swivel blocks, two standard halyards, four flag snaps, two cleats, standard yard arm poll attachment. d. Truck shall have two 2 -3/8" diameter nylon- bushed alum- inum sheaves rotating on 3/8" dural pins. Cleats shall be two 9" cast aluminum. Halyards two 5/16" diameter #10 white braided polyproplene rope. ORNAMENTAL METAL 5 -E Page 2 5 -E 8. Flagpole: (continued) • e. Foundation tube shall be 16 gauge galvanized corrugated steel. Unexposed pole below grade shall be painted with heavy black asphaltum. f. Metal base - standard cast aluminum base 16" in dia- meter and 4 inches high. g. Shop drawings show fabrication and erections shall be submitted to the architect for approval. 5 -E 9. CLEAN -UP AND DISPOSAL: Comply with Section 1 -E. 5 -E 10. GUARANTEE: Furnish a written guarantee to the Owner in accordance with General Conditions, Paragraph 4.5 and Supplementary General Conditions, Paragraph I -B S. and 1 -B 15.a. for a period of one (1) year from date of substantial completion. ORNAMENTAL METAL 5 -E Page 3 DI.VIn7_RT_ • SECTION 6 -A UGH CARPENTRY 6 -A 1. GENERAL: Requirements of Division 1 apply to work of this Section. 6 -A 2. SCOPE: Provide rough carpentry work complete. 6 -A 3. WORK INCLUDED: The following list includes the principal items of­w­o__rF but shall not be considered a limitation; other items not listed below, but necessary to complete the work, shall be included. a. Wood framing. b. Wood blocking, grounds, backing, stripping and nailers as indicated or required for securing other work. C. Rough hardware. d.' Pressure preservative as soecified. e. Painting - back prime coat. • 6 -A 4. WORK NOT INCLUDED: a. Concrete form work. • b. Drywall construction. c. Finish carpentry, millwork and casework. d. Wood doors. e. Insulation. f. Finish painting. 6 -A 5. MATERIALS: a. Lumber: Graded and grade- marked as follows: 1) Douglas Fir - WCLB and WWP. a) Horizontal Members - 1500f Construction Grade. b) Vertical Members - 1200 Standard Grade. ROUGH CARPENTRY 6 -A Page 1 6 -A 5. Materials (continued) • b. Plywood: Graded and grade- marked per DFPA and U.S. Products Standards PS -1 -66 and Structural I DFPA C -C exterior glue. C. Framing Connectors and Devices: "Strong -Tile" as. manufactured by Simpson Company, or approved equal. 6 -A 6. TREATED LUMBER: Pressure treat the following wood members with preservatives per Federal Specifications TT- W- 00571h: a. Members in Contact with Concrete or Masonry. b. Other Wood Items as specifically noted. C. Cut Faces: Two (2) brush coats of preservative prior to assembly or installation. d. Moisture Content after Treatment and Drying: Not over percent. 6 -A 7. SEASONING (Moisture Content): a. Lumber Thoroughly Kiln Dried as required: 1) For Exposed - average 12 percent before use. • 2) For All Other - 19 percent or less before use. • b. Protect Lumber to maintain moisture content as above speciTied-. 6 -A 8. SIZING.,: a. S4S Lumber Dressed: 1) Standard Sizes per rules under which graded. 2) Resawn Sizes as indicated or required. 6 -A 9. USAGE: a. Lumber: Species per WCLB and WWP. 1) Construction Grade: Horizontal framing and stressed members not otherwise indicated or specified. 2) Select Structural Grade: As called for on drawings and in specifications. ROUGH CARPENTRY 6 -A Page 2 a. Lumber: (continued) • 3) Standard Grade: a) Vertical Framing. b) Non - Structural Furring. c) Concealed Blocking and Stripping. d) Grounds and Miscellaneous Nailers and Backing. b. Plywood: General and structural usage. 6 -A 10. WORKMANSHIP: Comply with Supplementary General Conditions, Paragraph -B 16.a. "Article 15 ", and the following: a. Chapter 25 of the Uniform Building Code. b. Carefully Place and Lay.Out the work. C. Accommodate Work of Other Trades, 6 -A 11. BACKING FOR INSTALLATIONS OF OTHER TRADES: Provide as required. a. Placement: Place backing even though secured to other than wood framing (steel, concrete, masonry, etc.). • b. Adequate: Backing must be adequate to receive weight, including installation hardware, of equipment for which it is provided. 6 -A 12. ROUGH HARDWARE: Material and use per U.B.C. Chapter 25 and Douglas Fir Use Book. a. Galvanize for exterior use and areas of high moisture content. b. Materials 1) Nails a) Common Wire - for framing. b) Annular Ping - for plywood sheathing: galvanized or cement coated, except where specifically prohibited by structural requirements. c) Form Nails - scaffolding, temporary bracing, etc. 2) Screws • a) Wood screws. b) Lag screws. ROUGH CARPENTRY 6 -A Page 3 b. Materials: (continued) • 3) Bolts, Nuts and Washers - Comply with ASTM A307. 4) Metal fastenin s, Framin Connectors and Devices: ac- Stock items as herein specs ied. Comply w t manufac- turer's recommendations. a) Joist Hangers - as approved by U.B.C. b) Framing Clips - three way framing anchors. c) Timer Connectors. d) Shear Plates. e) Metal Straps 1/16" thick or less. f) Other Stock Iron or Steel Work - as required. 6 -A 13. INSTALLATION OF ITEMS NOT FURNISHED UNDER THIS WORK: a. Custom Fabricated Ironwork from Miscellaneous Metal Section. 1) Fasteners - furnish and install under this work, as require to secure custom fabricated ironwork. 0 b. Items Furnished by Others for installation under this work. 6 -A 14. PAINTING: Comply with Painting Section. a. Ex5osedL ee_r: One (1) primer coat, including cut ends, before installation, unless scheduled or directed otherwise. b. Exposed Rough Hardware: One (1) primer coat before instal ation, un ess otherwise directed. 6 -A 15. MISCELLANEOUS REQUIREMENTS a. Bolt Fastenings to Concrete and Masonry shall be embe e n y wit approva o rc tect may expansion shields, cinch anchors, or like fastenings, be installed. b. Friction Fasteners: Wax or other lubricants will not be permitted on fasteners depending upon friction to obtain holding power. c. Tightening and Retightening: To insure that shrinkage • has been overcome and the fastenings are tight, turn up and make tight nuts, bolts and lag screws at time of installation and again just before enclosing with other fixed materials, or at completion of work. ROUGH CARPENTRY 6 -A Page 4 6 -A 15. Miscellaneous Requirements: (continued) d. Ex d 0 o_site Side: Fasteners shall not penetrate comp ose el tely tsrough plywood, or other, sheathing where opposite side is exposed. 6 -A 16. NAILING SURFACES: a. Solid Wood Nailers and Backing fastened securely to structure. b. Sheet 1"' Wall and Ceiling Materials - 2" wide at edges and interme late points, as indicated. c. Furring and Stripping to align faces of framing members in a single plane. d. Other Items of similar nature. 6 -A 17. GROUNDS: Form of Douglas Fir not less than 1 -1/4" wide and thickness of wall finish material, or as required. a. Provide Continuous Grounds for the following 1) Casings. 2) Trim. • 3) Millwork. 4) Wood and Metal Finish. b. Provide Key - Beveled Grounds as indicated, and as required. C. Installation of Grounds: 1) Plumb, Level, True to Line. 2) Solidly Wedged to insure true plan for completed work. 3) Secure to Nail' Surfaces or Blocks, as provided under Paragrap Flai ing urfaces herein. 4) Anchoring to Concrete or Masonry, where required, refer to Paragrap h "Misce anious Requirements ", sub- paragraph "Bolt Fastenings to Concrete or Masonry ". 5) Treatment: Prior to installation, give grounds a dipped or brushed treatment of an approved pentachloro- phenol solution, paintable after 48 hours. 6 -A 18. CLEAN -UP: Comply with Division 1. ROUGH CARPENTRY 6 -A Page 5 1 DIVISION 6 CARP— ENTRY- . SECTION 6 -8 FINISH CARPENTRY, CABINETS 6 -B 1. GENERAL: Requirements of Division I apply to work of this Section. 6 -B 2. SCOPE: Furnish and install all finish carpentry, cabinets and millwork as indicated and specified, complete. 6 -B 3. WORK INCLUDED: Principal items of work include: a. Finish carpentry work. b. Paneling. c. Hanging doors. d. Finish hardware (installation only). e. Chalkboard. f. Wood cabinets, shelving, etc. . g. Laminated plastic counter tops. l h. Shop drawings. i. Lockers, bunks and benches. 6 -B 4. WORK NOT INCLUDED: a. Furnishing doors. b. Furnishing finish hardware. i 6 -B 5. SHOP DRAWINGS: Submit cabinet shop drawings to Architect in accordance with Division 1 of specifications. Shop drawings shall indicate completely all features of construction and details pertaining to each item of work, including materials and methods of anchorage and shop finishing of items to be provided. 6 -B 6. SAMPLES: Furnish for Architect's approval four (4) samples ofFa—rdwood, hardwood plywood, and laminated plastic which are to be used. Finished work shall match samples. FINISH CARPENTRY, CABINETS AND MILLWORK 6 -B Page 1 -_a,, 6 -B 7. MATERIALS: • a. General: All materials required by this work shall be 97aeT-in conformance with current W.T.C. requirements. b. Softwood Lumber: 1) Douglas Fir: Vertical grain where exposed to view on tnli — , o erwise when hidden it may be construction grade. 2) Shelving: In closets, storage areas and similar areas s a be at Contractor's option; may be either "S & Better" Douglas Fir or interior grade plywood edge banded. c. Hardwood Lumber and Hardwood Plywood: C. All measurements shall be checked and verified at the job prior to fabrication. All work shall be fastened together and secured to construction to which it is applied in a manner that will prevent warping, splitting, or opening of joints. d. Laminated Plastic: All surfaces shall be straight and true, and no "short" pieces will be accepted. Self edge counters, door and drawer faces as indicated. FINISH CARPENTRY, CABINETS AND MILLWORK 6 -B Page 2 1) Solid Hardwood: Birch, W.I.C. Custom Grade. 2) 1/4" Hardwood Plywood: Teak, quarter slicing grain. d. Laminated Plastic: Formica, G.E. Textolite, or approved equal. Conforming to Federal Specification L- P -508c. Assume solid color, suede finish, for bidding. e. Benches: Selected for appearance, Douglas Fir with eased edges constructed per details shown on drawings. • f. Cabinets: 1) Staingrade Cabinets: Birch, solid and plywood with matching so id�st a and rails where exposed. 6 -8 8. CONSTRUCTION: a. General: All millwork shall conform to current W.I.C. —nTa ds. Cabinets shall conform to "custom" grade to rules, current W.I.C. Standards. b. Cabinets shall be overlay, flush door and drawer faces, with edge banding as detailed and shown on drawings. C. All measurements shall be checked and verified at the job prior to fabrication. All work shall be fastened together and secured to construction to which it is applied in a manner that will prevent warping, splitting, or opening of joints. d. Laminated Plastic: All surfaces shall be straight and true, and no "short" pieces will be accepted. Self edge counters, door and drawer faces as indicated. FINISH CARPENTRY, CABINETS AND MILLWORK 6 -B Page 2 6 -B 9. FITTING AND HANGING DOORS: Each door shall be accurately I cut, trimmed and fitted to its respective frame and • hardware, with due allowance for painter's finishes and possible swelling and shrinkage. The clearance at the lock stiles, hanging stiles, and at the top shall not exceed 1/16 inch clearance, except where indicated to be undercut 1 inch. 6 -B 10. HARDWARE INSTALLATION: Accurately fit and install all finish hardware items required to complete the buildinq. Hardware will be furnished under Division 10 of the Specifications. a. Where surface hardware is fitted and installed prior to painting, remove all such items, except butts, and reinstall after painting work is completed. b. After installation, all hardware shall be checked and tested. Oil and /or grease all hardware as required to permit perfect operation. c. Hardware shall be handled carefully to prevent scratches, dents and other defacements. d. Properly identify and tag and deliver all keys to the Owner. e. Carpentry cuts shall be carefully made and accurately • made. Screws shall be turned into the bored holes of proper size; in no case shall screws be hammered into place. Screws shall be driven to a firm grip, but not to the point of distortion to the hardware. f. Position of hardware shall be uniform and, in general, shall conform to accepted practice. 6 -B 11. CLEAN -UP: Comply with Section 1 -E. 6 -8 12. GUARANTEE: Furnish a written guarantee to the Owner, in accordance with the Supplementary General Conditions for a period of one (1) year from date of substantial completion. • FINISH CARPENTRY, CABINETS AND MILLWORK 6 -B Page 3 • `J • DIVISION 7 MOISTURE PROTECTION SECTION 7 -C I N UALN 7 -C 1. GENERAL: Requirements of Division 1 apply to work of this Section. 7 -C 2. SCOPE: Provide insulation work complete. 7 -C 3. WORK INCLUDED: The following list includes the principal items o_f_­w­o­r_F but shall not be considered a limitation; other items not listed below, but necessary to complete the work, shall be included. a. Thermal insulation. b. Sound insulation. C. Rough hardware. 7 -C 4. WORK NOT INCLUDED: a. Roof membrane. b. Structural framing. 7 -C 5. VERIFICATION OF CONDITIONS: Refer to Supplementary General Con itions, Paraqranh I-B 3.a. a. Before Commencina, verify conditions at site affecting workk ofd this Section. 7 -C 6. MATERIALS a. Thermal Insulation (roof): Shall be 1 -112" thick rigid board insu a having a "C" rating of .17 min. and "R" rating of 5.88 min. Material shall be manufactured by Johns- Manville (fesco board), Owens- Corning (fiber - glas) or approved equal. b. Sound Insulation (walls): Blanket type mineral wood or fiberglas 3 -5/8 thick having an "R" rating of 13 min, Manufactured by Premium Brand, Owens - Corning or approved equal. 7 -C 7. APPLICATION: Insulation shall be installed in all areas of roofs and walls as indicated on plans. a. Roof: Rigid insulation shall be apnlied to structure as recommended by insulation manufacturer using a full width r9onping of asphalt. INSULATIO14 7 -C Page 1 7 -C 7. Application: (continued) • b. Wall: Blanket insulation shall be worked into framing to provide a tightly sealed barrier. Al void and pockets shall be filled with insulation. 11 0 7 -C 8. CLEAN -UP AND PROTECTION: Insulation Applicator shall at all times keep premises free from accumulation of waste materials and rubbish caused by his employees. Protect and maintain the work of other trades from damage or stain in performance of work of this Section. INSULATION 7 -C Page 2 DIVISION 7 MOISTURE ROTECTION • SECTION 7 -F MEt !R' ANE�UOFING 7 -F 1. GENERAL: Requirements of Division 1 apply to work of this Section. 7 -F 2. SCOPE: Provide membrane roofing complete. 7 -F 3. WORK INCLUDED: Principal items of work include the following: a. Build -up 20 year gravel surfaced roof. b. Fiber cant strips. C. Five course flashing. 7 -F 4. WORK NOT INCLUDED: a. Sheet metal. b. Skylights. 7 -F 5. GENERAL REQUIREMENTS • a. Standard: For purposes of designating type and quality of materials for work of this Section, drawings and specifications are based upon products of the Johns - Manville Company. Equivalent products of "Celotex ", "Flintkote" or other reputable manufacturer's may be used subject to written approval of Architect. Delivery and Storage: Deliver materials in manufacturer's sealed original containers with labels intact. Store off ground and under cover and maintain in clean dry condition until ready for use. Materials, wherever practical, those of a single manufacturer. c. Guarantee: Furnish a written guarantee in accordance avlt requirements of the General and Special Conditions to maintain roofs, flashings and counterflashings in a water and weather tight condition for a period of two (2) years from date of final acceptance of the building or beneficial occupancy, whichever comes first. Guarantee requirements of this Section include sealing and connection to such work. Reglets, flashings and gravel stops are provided under Section "Sheet Metal ". This sheet metal work is an integral part of roofing and shall be installed simultaneously with roofing • application. MEMBRANE ROOFING 7 -F Page 1 IN 7 -F 5. General Requirements: (continued) . d. Sheet Metal Items: Supervision of installation of the sheet metal items integrated with the roofing system shall be responsibility under work of this Section. 7 -F 6. SAMPLE: Submit samples of gravel to be used on job for Architect's approval prior to delivery of material to job site. 7 -F 7. WORKMANSHIP: Employ roofing applicator officially listed an app by manufacturer of roofing materials. Install work in strict accordance with manufacturer's directions for indicated conditions. 7 -F 8. ROOFING a. Pre aration of Surfaces: Shall be in strict accordance with manu acturer s latest specifications. Decks shall be firm, dry, clean and properly graded to drains. b. Membrane Built -Up Composit on) Roof�i�rig Area indicated on plans as bui t -up Composition roofing shall receive J -M built -up roof per specification #801. 1) Summary of Materials - Weight per 100 Sq. Ft. • 1 Layer 190 Asphalt Mopping 5 1 Layer Base Felt 25 3 Layers #15 Asphalt Saturated Rag Felt 45 2 Layers Aquadam Mopping 75 Flood Coat Aquadam 70 Gravel 400 C. Application: All materials shall be applied in strict conformance with the manufacturer's printed specification. Contractor shall refer to roof details shown on plans and shall be aware of special installations. Specifica- tions and details shall not be modified without the written consent of the Architect. 7 -F 9. CANT STRIP: Fiberboard cant strips shall be provided as detaai ed, width and size varies to conform to roof slope. 7 -F 10. FIVE COURSE FLASHING SYSTEM: Prime concrete surface with asphalt primer gallon per 100 square feet) and allow to dry, stopping 1 inch away from outer edge of parapets. Trowel on 1/4" thick layer of flashing compound. Rub into a strip of 15 pound asbestos felt. Repeat layers of flashing compound and felt. Finish with a third troweling of flashing compound. At outside edge of parapets, feather out to within one inch of edge. Carry complete system down cants and • 4 inches out on roof membrane. MEMBRANE.ROOFING 7 -F Page 2 7 -F 11. ALUMINUM COATING: Paint all roof surfaces which do not receive gravel coating with protective aluminum coating. • Aluminum coating shall be fibrated aluminum asphalt base coating meeting federal specification 77- P -320a Tyne 11, Class C. • • 7 -F 12. CLEAN -UP AND PROTECTION: Roofing Applicator shall at all times keep premises free from accumulation of waste materials and rubbish caused by his employees. Protect and maintain the work of other trades from damage or stain in performance of work of this Section. At no additional expense to Owner, assure any such damage or stain is replaced or removed by the other trade to provide completed work fully acceptable to the Architect. MEMBRANE ROOFING 7 -F Page 3 DIVISION 7 MOISTURE PROTECTION • SECTION 7 -G SHE T ME AL 7 -G 1. GENERAL: Requirements of Division 1 apply to work of this Section. 7 -G 2. SCOPE: Furnish and install sheet metal work indicated and specified complete. 7 3. WORE; INCLUDED_: Principal items of work include the fo o{T wing: a. Flashing, gravelstops. b. Prime coat. C. Sheet metal louvers. d. Work too. 7 -G 4. WORK NOT INCLUDED: a. Sheet metal for mechanical, plumbing trades. • b. Finish painting. C. Roof drains. d. Metal shelving and eouipment. 7 -G 5. STANDARDS: Sheet metal work shall be fabricated, furnished and installed in accordance with standards for materia': and workmanship as set forth in the Architectural Sheet 'r'etal Manual as issued by Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA), and as modified by the drawings and specifications. 7 -c 6. atATERIALS: a. Sheet steel or iron shall be 24 ga. minimum furnished in galvanized form as indicated. Galvanized sheet shall have a zinc coating per ASTM A93, for Class C. Zinc coating shall weigh not less than 1 -114 ounces nor more than 1 -112 ounces Per square foot of surface covered. b. Felt shall conform to ASTM D226, 15 pound asphalt saturated felt. C. Solder metal shall be a standard brand of Grade A • solder, composed of enual parts of lead and tin, and complying with ASTM B32. SHEET METAL 7 -G Page 1 7 -G 6. Materials: (continued) d. Flux shall be raw muriatic acid for galvanized steel, . rosin for tin (and lead). Excess flux shall be removed and surfaces neutralized after soldering. . e. Fastenings shall be tinned or galvanized. Sheet metal screws shall be Parker -Kalon of size best suited to conditions. f. Caulking compound for gun and knife application, as necessary, complying with Caulking Section. g. Plastic cement shall conform to Federal Specifications SS -C -153 Type II. 7 -G7. ROOFING SHEET METAL WORK: Installation of all sheet metal work which is an integral part of the roofing shall be supervised by the roofing contractor and shall be installed simultaneously with the roofing. Coordination so that work will progress smoothly and without delay is a requirement. a. Expansion Joints: Joints in roofing sheet metal shall be provided as required by the length and thickness of the material. 7 -G 8. SHEET METAL LOUVERS: Louvers and frame shall be constructed of gauge galvanized steel. Louvers shall be "Z" shaped • as detailed on drawings. Frame size and shape shall be as shown in details. Provide stiffner bar at center of louvers (back side). • Insect screen shall be provided and attached to the back of the louvers made of 3 mesh galvanized wire cloth. 7 -G 9. PROJECTIONS THROUGH ROOF: Pipes projecting through roof shall be flasFed wit metal flashing, or two (2) piece flange and sleeve flashing. Flashing shall extend a mini- mum of 6 inches on all sides. Counterflash pipe or seal joints with mastic. 7 -G 10. CLEANING: Sheet metal work remaining exposed and unpainted shall be free from any stains or blemishes and cleaned of all foreign substances. 7 -G 11. CLEAN -UP: Comply with Section 1 -E. 7 -6 12. SPECIALITY: Refer to architectural drawing and details for rail —` ing walls at stairway for metal capping. 7 13. WORK TOP7 Furnish and install 22 ga. galvanized sheet iron top witF shelf edges per size and detail shown on drawings. SHEET METAL 7 -G Page 2 DIVISION 7 MOISTURE PROTECTION • SECTION 74 R ES O R I E S 7 -J 1. GENERAL: Requirements of Division, 1 apply to work of thi - - Section. 7 -J 2. SCOPE: Provide roof accessories complete. 7 -J 3. ROOF HATCH shall be Type "LH" as manufactured by the Dur -Red Products or approved equal. a. Standard Size: 30 inches wide by 30 inches long. b. Roof Hatch shall be standard manufacturer construction and shall have 12" high curb, 1" rigid insulation, 20 ga. lid liner, cadmium finished door hardware with one point spring latch, inside - outside handles, provisions for padlock and painted with two (2) coats of primer. 7 -J 4. SKYLIGHTS: Provide acrylic plastic dome skylight units, widtT h and length as shown on drawings, as manufactured by Lane -Aire "°anufacturing Corp., Los Angeles, California, or approved equal. Retaining frame and curb frame shall • be extruded aluminum 6063 -T5. Each skylight to be supplied complete ready for attachment. a. Domes shall be formed from translucent white acrylic Plastic except where noted on plans. 7 -J 5. INSTALLATION AND COORDINATION: Skylig;;t and Roof Hatch shall be installed in strict accordance with latest printer; specifications of manufacturer, and in coordination with Rough Carpentry and Roofing Sections. Installation of wood curb, under work of Rough Carpentry Section, sk :all be supervised as part of work of this Section. Flashing shall be a requirement of this Section. • 7 -J 6. CLEAN -UP AND DISPOSAL: Comply with Section 1 -E. 74 7. GUARANTEE: Furnish a written guarantee to the Owner in accordance .with the General Conditions, Paragraph 4.5 and the Supplementary General Conditions, Paragraph 1 -3 B. and 1 -B 15.a., to maintain roof hatch and skylight in a water and weather tight condition for a period of two (2) years from date of substantial completion. ROOF ACCESSORIES 7 -J Page 1 only DIVISION 7 MOISTURE PROTECTION • SECTION 7 -K CAULKING AND SEALING 7 -K 1. GENERAL: Requirements of Division 1 apply to work of thns Section. 7 -K 2. SCOPE: Provide caulking and sealing as indicated, specified and required to complete entire work. 7 -K 3. WORK INCLUDED: Principal items of work is caulking and sealing of openings and joints indicated, specified, and required to make entire building weather and water tight. This Section contains specifications for caulking throughout the project and pertains to any Section calling for caulking, unless specified otherwise. 7 -K 4. ;lORK NOT INCLUDED: a. Caulking soecified in other Sections. b. Weatherstripping (Finish Hardware Section). 7 -K 5. GENERAL REQUIREMENTS • a. Samples: In accordance with Section "Special Condet ons ", submit samples of cured materials with manufacturer's technical data. b. Colors: As selected from manufacturer's standard cons. 7 -K 6. MATERIALS: Deliver sealant in unopened factory- labeled containers; labels bearing statement of conformance to standards specified for each material. a. Sponge Polyethylene or Urethane: Approved type recommended by sea or manufacturer, not containing oil, butyl, or asphalt loading. b. Sealant: Use either 1 -part or 2 -part sealant at Contractor's ontion subject to hardness requirements soecified hereinafter. Sealant must meet or exceed requirements of the following standards: 1) 1 -Part Sealant: Fed. Spec. TT- S- 00230, "Sealing Compound; Synthetic - Rubber Base, Single Compound, Chemically- Curing ". a) Sealant between exterior concrete wall panels shall be "Weatherban 101" manufactured by 3M Company; preparation of surface, priming, application and cleaning in strict accord with manufacturer's latest printed instructions. CAULKING AND SEALING 7 -K Page 1 b. Sealant: (continued) • 2) 2 -Part Sealant: Fed. Spec. TT- S -2217b, "Sealing Compound Rubber Base, Two Component ", Type II, except Type I may be used in horizontal concrete or masonry joints not subject to foot or vehicle traffic. a) Sealant between exterior concrete wall panels shall be "Hornflex" manufactured by A.C. Horn Products Company and distributed by W.R. Grace & Company, Los Angeles, Calif.; preparation, priming, application and cleaning in strict accord with manufacturer's latest printed instructions. 3) Non-Tracking Sealant: Provide with Shore "A" Hardness range o to 50 where subject to foot or vehicle traffic. 4) Primer: Product of manufacturer of sealant used. 5) Brands: Unless otherwise approved, use products of one manufacturer only. 6) Data: Submit sealant manufacturer's printed pre- paration and application instructions to Architect, and furnish copies to all trades concerned. • 7 -K 7. WORKMANSHIP • Joint Cleaning: Apply sealant materials to a clean, r— surface free from grease, oil, wax or other foreign matter tending to destroy or impair adhesion. Clean and prime in accordance with sealant manufacturer's instructions. b. Application: Apply sealants strictly in accordance with manufacturer's latest printed instructions and supervision by manufacturer approved applicator. Provide technical field assistance by manufacturers to insure proper mixing to sealants, cleaning of surfaces and application of materials. Cleaning and Protection: Carefully protect adjoining surfaces from staining, using masking tape where necessary or directed. Immediately remove any material on surfaces not to receive caulking and restore the finish as required. Where cleaning and restoration is not acceptable remove affected work and provide new work conforming to applicable requirements as directed, at Contractor's expense. CAULKING AND SEALING 7 -K Page 2 7 -K 8. CAULKING WITH SEALANT: Fill joints partially with sponge material, using only compatible materials (not oakum or jute) until ,joint width does not exceed joint depth. • Minimum joint width for metal to metal joints is 1/8 ", and 1/4" for others, maximum 3/4" width for all joints unless otherwise shown. Apply sealant under sufficient pressure to completely fill voids. Finish exposed joints smooth, flush with surface or recessed as shown. Apply non - tracking sealant to concrete expansion .joints subjected to foot or vehicle traffic loading. Where joints exceed 1/4" width, or joint vidth is shown or required to exceed depth, provide polyethylene tape covering to prevent bonding of sealant to filler. • 49 CAULKING AND SEALING 7 -K Page 3 0 • • DIVISION 8 DOORS, WINDOWS AND CLASS SECTION 8 -A HOLLOW METAL DOORS AND FRAMES 8 -A. 1. GENERAL: Requirements of Division 1 aoply to work of this Section. 8 -A 2. SCOPE: Furnish and install hollow metal doors and hollow metal frames as indicated and specified, complete. 8 -A 3. WORK INCLUDED: Principal items of work include the following: a. Pressed steel frames for doors and openings. 8 -A 4. WORK NOT INCLUDED: a. Wood doors. b. Fire door. 8 -A 5. SHOP DRAWINGS: Submit complete shoo drawings to Architect for approval before proceeding with fabrication. 8 -A E. DELIVERY AND STORAGE: Adequately protect frames during shipment and handle as to insure undamaged arrival at job site. Store items at the job site, so as to adequately protect against damage. 8 -A 7. MATERIALS: a. Hollow frames as manufactured by Security, Overly, or approved equal. b. Primer: Synthetic red lead or zinc chromate, as standard with door frame manufacturer. 8 -A S. PRESSED STEEL FRAPPES: Construction pressed steel frames of not less than 16 gauge steel with corners mitered, welded full length of ,joint and exposed welds ground smooth. Provide door frames with integral stops. Provide anchors and clips for jambs and sills as required, not less than three (3) anchors per jamb plus floor clip. Make provisions for door hardware and reinforced frames; (10 gauge for butts and 12 gauge for other reinforcements), drilled and tapped in accordance with the templates or hardware furnished by the hardware supplier. Reinforce head members of multiple openings full length with 12 gauge channel. HOLLOW METAL DOORS AUD FRAMES 8 -A Page l 1 ..,.^i. '.:f ;^�' � - :.: .:...A.z � :' .. . -.:... rjY S:..�. �.. 33'Ge2:...vC .mow= t zYF..:. "•s v _ 8 -A 9. LABELED DOORS: Construction shall conform with N.B.F.U. • directives and shall bear U.L. label for fire resistive rating indicated. 8 -A 10. FINISH: Factory prime frames. Thoroughly clean surfaces before finish is .applied. Give inaccessible surfaces coat of rust inhibiting Paint before assembly. Sand and fill exposed surfaces as required, and apply two (2) coats of primer. 8 -A 11. GUARANTEE: Furnish a written guarantee to Owner in accor ance with the Supplementary General Conditions for a period of two (2) years from date of substantial completion. E 0 HOLLOW METAL DOORS AND FRAMES 8 -A Page 2 E DIVISION 8 bJTFS_,_ W ffDOWS AND GLASS SECTION 8 -B R 8 -B 1. GENERAL: Requirements of Division 1 apply to work of tt iis ection. 8 -B 2. SCOPE: Furnish wood doors as indicated and specified, comp ete. 8 -B 3. WORK INCLUDED: Principal items of work include the following:V a. Solid and hollow core doors. b. Folding doors. c. Coordinate hardware locations with door frame fabricator. d. Acoustical door. 8 -8 4. WORK NOT INCLUDED: a. Installation of doors. b. Finishing. C. Finish hardware. d. Metal doors and frames. 8 -B 5. GENERAL: a. Guarantee: Work of this Section shall be guaranteed in writing for two (2) ,years from date of final accep- tance by the Owner against defects in materials and workmanship including the following: 1) Delamination. 2) Warp or twist. 3) Telegraphing of any part of core unit through face veneer. b. Submittal of Manufacturer's Data: Submit to Architect or review, seven copies of complete soecifications of door construction and manufacturer's literature for each type of door proposed for use on this project. The manufacturer's identifying mark shall be on an exposed edge of each door. WOOD DOORS ! 8 -B Page 1 1 .f 8 -8 5. General: (continued) • C. Labeled Doors: Construction shall conform with National Board of Fire Underwriters' directives and doors shall bear Underwriters' Label for fire resistive rating indicated. d. Delivery: Deliver all doors just prior to installation when storage area is ready to receive them. Identify each door as to type and location. 8 -B 6. SOLID CORE AND HOLLOW CORE DOORS: Shall be of size and thickness shown on drawings, and shall be of the flush type, hardwood veneered to match wall paneling, except as otherwise specified, conforming to all applicable requirements of Commercial Standard CS 171, latest edition, including all modifications contained therein. All wood doors shall have natural finish (stain grade birch) facing except those to be painted which shall receive a shop prime coat of paint. a. Solid and hollow core doors shall be as manufactured by U.S. Plywood Corporation or other manufacturer approved by the Architect. b. Cores for solid and hollow core doors shall be constructed of wood. Insulation board or wood • derivatives will not be permitted. C. Solid and hollow core doors shall be fabricated by the hot plate process. 0 d. Door louvers shall be 16 gauge sheet steel stationary slates of reverse "V" type (where indicated). e. Lock blocks shall be provided on both stiles of wood doors. f. Closer blocks shall be provided at all top rails. 8 -B 7. ACOUSTICAL DOOR: Sound Transmission Class (S.T.C.) of a min. of inish shall be as described in paragraph above. Door shall be as manufactured by U.S. Plywood, deyerhaever or approved equal. Door shall include edge seals, door stops and bottom seals. 8 -8 8. FOLDING DOORS: Wood folding accordion -type suspending from a track at the head. a. Pella series 558 wood folding partition with lacquer finish teak veneer. Samples shall be submitted for approval by Architect. WOOD DOORS 8 -B Page 2 8 -8 8. Folding Doors: (continued) • b. Hardware shall include overhead track, deluxe wood and bronze handle and trim as required. E • C. Other manufacturer may be Panelfold (scale 16), Spacesaver (450) or approved equal. 8 -B 9. SPECIAL NOTE: Coordination with Door Frame Fabricator: Procure template for cutouts and reinforcement for hard - ware from the Hollow Metal Door Frame Fabricator, prior to manufacture of doors and check door frame installation prior to delivery. • 0 DIVISION 8 DO RS. W NDOWS AND GLASS SECTION 8 -C GLA ND ,LAZING, 8 -C 1. GENERAL: Requirements of Division 1 apply to work of t iT isSection. 8 -C 2. SCOPE: Furnish and install all glass and glazing work indicated and specified, complete. 8 -C 3. WORK INCLUDED: Principal items of work include the following: a. Glass and glazing. b. Installation of glazing beads. C. Glazing compound. d. Mirrors, including frames. 8 -C 4. WORK NOT INCLUDED: a. Metal entrance doors. b. Furnishing of glazing beads. C. Caulking. d. Overhead door glazing. 8 -C 5. MATERIALS: a. Polished Plate: 1/4" thick, 3/16 double strength clear plate as manufactured by L.O.F., or approved equal. b. Temoered Glass: 1/4" thick "Tufflex" as manufactured by L.O.F., or approved equal. c. Mirrors and Frames: CS27 silvering quality polished plate, / thick of indicated sizes, complete with 1/2" stainless steel frame on four sides or approved equal. d. Glazing: General Electric silicone sealant 1300. 8 -C 6. INSTALLATION OF GLASS: Glaze openings in accordance with details an manu acturer's specifications. • a. Cuttinq a Fitti Glass: Accurately cut and fit glass wit nd a owa ng a to erance of 1/32" per each 1/8" thickness of glass. Set with convex side out. GLASS AND GLAZING 8 -C Page 1 _a a. Cutting and • 1) Tempered of glass. b Fastenings: fram— e, —w th shall be ma Fitting glass t Set in sealant tched in Glass (continued) ong marks shall be at bottom metal stops, color matched to as detailed. Heads of screws color to frame. c.nthetic Glazin Beads: Install in strict accordance witanu acturer s latest printed instructions. Color: black. d. Mirrors: 1) Framed Mirrors facturer s latest installation. 8 -C 7. GENERAL REQUIREMENTS: Install in accordance with manu- printed instructions for theft -proof a. Grading and Labeling: Grade and label each light, setting forth quality and grade of glass and manu- facturer's name and brand designation. Leave labels intact until completion of work or until directed to remove. b. Protection and Replacement: Protect glass and mirrors • against damage, Replace cracked, broken or imperfect glass and glass . which cannot properly be cleaned at completion of work. • C. Guarantee: Furnish a written guarantee, form as stipulated in Section "Special Conditions ", for a Period of one (1) year from date of substantial completion. 8 -C 8. WORKMANSHIP: Perform glazing by skilled and experienced g aziers. Set glass tight and true with required metal and /or extruded glazing beads, or glazing compound. Strike excess compounds flush and neat and leave work clean. Unskilled and defective workmanship is not acceptable. Perform glazing in strict accordance with "Glazing Manual" published by Flat Glass Jobbers Assoc., and as specified. 8 -C 9. CLEANING AND POLISHING: Thoroughly clean and polish interior and exterior glass surfaces and mirrors upon completion of work. 8 -C 10. CLEAN -UP: Remove all rubbish, debris, surplus material an equipment from premises and legally dispose of them. GLASS AND GLAZING 8 -C Page 2 • \J DIVISION 8 DOORS, WINDOWS & GLASS SECTION 8 -0 ALUMINUM WINDOW & STOREFRONT 8 -D 1, nENEP.A.L: Renuirements of Division 1 apply to work of tT s Section. 8 -D 2. SCOPE: Furnish and install all aluminum windows, doors anc7 storefront complete as indicated and specified. 8 -D 3. WORK INCLUDED: Principal items of work include the following: a. Aluminum sliding doors. b. Aluminum siidinn and projected windows. C. Aluminum storefront and entrance doors. (Interior and Exterior) d. Furnishing glazing beads. e. Hardware provided as part of this installation. f. Weatherstrippina. 8 -D 4. WORK 140T INCLUDED: a. Overhead doors. b. Glass and glazing. C. Installation of glazing beads. 8 -D 5. SHOP DRAWINGS: Submit shoo drawings, to Architect, for approval, based upon dimensions verified at site showing design, materials size, finish and method of anchoring and fastening of all work as indicated, specified or as necessary to complete contract. All fabrication shall conform to approved drawings. 0 8 -D 6. MANUFACTURE AND MATEP.IALS: Aluminum materials for work under this Section shall be as manufactured by the Kawneer Company, Northrop Architectural Systems or approved equal, and include the following: a. General 1) All framing and door sections shall be extruded from 6063 - T5 aluminum alloy, and shall include all • glass setting bars and stops, transom bars or mullions, head members at ceilings, sills, door frames, jambs, doors for entrances, and all other items to complete the installation. ALUMINUM WINDOW & STOREFRONT 8 -D Page 1 N a. General (continued) • 2) Sections shall conform to details and shall pre- sent clean, straight, sharply defined lines, and shall be free from defects impairing strength or durability. b. Slidin Doors: Series "990" with transom window ed urnts with standard screens, weatherstrippina and hardware. c. Sliding Windows: "Sealair 180" Commercial, to be provi ed d� wit manufacturer's standard screens, weatherstrippinq and standard hardware. d. Projected Windows: "Sealair 2" window as detailed on drawings. Furnish with weatherstripping and standard hardware. e. Storefront and Entrance Doors: Aluminum materials for work under this section shall be manufactured by Kawneer Company or approved eoual. "Narrow Line 450" (1 -3/4" x 4 -1/2); shear block or stud with reinforced vertical as required; core (1 -3/4" x 1- 3/4 "); "Narrow stile 190" entrance doors. 8 -D 7. FINISH: All exposed surfaces shall be free from alloy • Ted t�s imnairing strength or durability, and free of die marks, scratches, streaks or other surface blemishes. Aluminum sections shall be 6063 -T5 alloy with 20481 anodic finish in Kawneer Peramanodic Medium Bronze No. 28 color. 8 -D 8. PERFORMANCE: Doors and windows shall meet or exceed the Arcc I tectural Aluminum Manufacturer's ,Association, (•SGD -A1) requirements, including air and mater infiltration and structural strength against 20 psf windload. a. Expansion and contraction of the extruded aluminum components shall be Drovided for throughout the system so as to eliminate any distortion, buckling, opening of the joints or other detrimental effects caused by an ambient temperature range of 125 degrees. b. All wall units shall be capable of safely supporting a uniformly distributed loa6 according to data supplied by published windload charts for 30 psf. 8 -D 9. GLAZING: Furnish vinyl glazing beads (or char,;eis) for glass thickness as shown. All horizontal and vertical members must be flush glazed. All glazinq beads shall be NS (non - stretch, highshore) vinyl used on both sides of the glass (or panels). Vinyl shat; incorporate a • 60 lb. test glass fiber cord bonded to the vinyl. Deliver to Glass and '"la ->in.g Contractor for installation under work of Glass and Glazing Section. ALUMINUM WINDOW & STOREFRONT 8 -D Page 2 • • 8 -D 10. WORKMANSHIP: Aluminum work shall be erected by workmen s i e in ornamental metal work. Joints shall be membered or mitered, as indicated, with hairline joints. Steel stiffener bars shall be provided where necessary. All exterior wall members shall be set level, plumb and in true alignment, and shall finish neatly at all corners and intersections. Anchorage into structural parts of the building shall be secure and in accordance with approved shop drawings. Size of aluminum sections, as detailed and dimensioned, shall be a requirement under this Section; no substitution will be permitted that does not match in size, shape and structural qualities, unless otherwise approved by the Architect. 8 -D 11. ISOLATION OF INCOMPATIBLE MATERIALS: Incompdtible materials, such as aluminum and steel, shall be isolated in all installation. Aluminum shall be given one coat of zinc chromate and one coat of bituminous paint, and further protected, where necessary with an isolation barrier of thirty (30) pound asphalt impregnated felt or isolation tape to prevent contact with incompatible materials and metals. 8 -D 12. HARDWARE: Installation of finish hardware shall be in accordance with the latest printed instruction of the manufacturer. Storefront Doors: Furnish and install 'overhead' door closer type M -2 with 90 degree hold open. Threshold 69 -140, push bars and pulls type "L ". Locks "Adams- Rite" with two cylinders. Windows and Slidinq Doors: Provide standard handles and hinge assem ies 8 -D 13. INSTALLATION: Doors and windows shall be securely anchored to a straight, plumb and level condition without distortion of frame or panel components and in strict accordance with manufacturer's installation details and instructions. 8 -0 14. CAULKING: Exterior caulking shall be continuous, all ,poi' nts between concrete and metal shall be fully caulked, in accordance with requirements of "Caulking" Section. 8 -D 15. PROTECTION AND CLEANING: a. During and .after completion of work of this Section, and until final acceptance of Owner, all exposed sur- faces of installed aluminum shall be protected against staining, abrasion or ot!,er injury. Final cleaning, immediately prior to final acceptance by Owner, of all aluminum and other work under this Section shall be a requirement. ALUMINUM WINDOW & STOREFRONT 8 -D Page 3 8 -D 16. CLEAN -UP: Remove all rubbish, debris, surplus material and equipment from premises and legally dispose of them. • 8 -D 17. GUARANTEE: Furnish a written guarantee in accordance wits t is Special Conditions for a period of one (i) year from final acceptance by the Owner. • ALUMINUM WINDOW E STOREFRONT 8-D Page 4 DIVISION 8 D - RRS,WINDOWS AND GLASS • SECTION 8 -F INI H H RDWARE 8 -F 1. GENERAL: Requirements of Division 1 apply to work of t`-F s fiction. 8 -F 2. SCOPE: Furnish and deliver all finish hardware as indicated and specified, complete. 8 -F 3. WORK INCLUDED: Principal items of work include: a. Furnish finish hardware. b. Templates. C. Hardware not clearly indicated but required to complete the project. 8 -F 4. WORK NOT INCLUDED: a. Installation. b. Toilet partition hardware. • c. Rough hardware. d. Aluminum window hardware. 0 8 -F 5. GENERAL: a. Determine quantity of hardware to be furnished from drawings and schedules hereinafter. Provide complete, all finish hardware required for doors and other movable parts of building with exception of items specified elsewhere or not included. b. It is the responsibility of Contractor to thoroughly check drawings and specifications and furnish all required material whether specifically mentioned or not. No claims for extras will be allowed for any services or materials, which in opinion of Architect could have been or should have been foreseen by Contractor and included in his proposal. c. Where exact types of hardware specified are not adaptable to finished shape or size of members requiring hardware, furnish suitable types hiving as nearly as practicable same operation and quality as types specified subject to Architect's approval. FINISH HARDWARE 8 -F Page ,1 8 -F S. General: (continued) • d. A complete list of finish hardware by approved manufacturer's shall be submitted to the Architect before delivery. e. Exit doors and doors leading to exits, stair halls, etc., shall be provided with hardware in full com- pliance.with State and Local codes which are applicable to this building. 8 -F 6. SUBSTITUTIONS: Locks and latches (including knobs and escutcheons) hall be furnished as specified without variation or substitution. Should any substitutions be made without the written consent of the Architect, the Architect will direct the removal of all substituted hardware and will require replacement with proper hardware as herein specified. 8 -F 7. TEMPLATES: Hardware supplier will promptly furnish paper templates or physical hardware to general contractor for coordination with other trades. 8 -F 8. FINISH: Finish shall be US 26D - Dull chrome. 8 -F 9. PAINTING: All checks and brackets shall be sprayed to mat— cFi adjoining hardware. • 8 -F 10. SCHEDULE AND PACKING: A detailed schedule listing opening and all items of hardware for same, together with keying information and brochures illustrating all units in schedule, shall be submitted to Architect for approval. Upon approval of schedule, furnish six (6) copies as required together with necessary templates. Each package of hardware shall be plainly marked with item number to coincide with schedule so that locations of use may be determined without package. 8 -F 11. KEYING: a. All cylinder locks to be Master Keyed, and Keyed Alike in Groups, as directed by the Owner. Furnish 4 master keys and two (2) keys for each lock. All keying to be done at the factory. All locks, cylinders and trim to be of the same manufacturer. b. All keys shall be properly tagged and turned over to the Owner on completion of work. All master keys shall be delivered directly to the Owner from the manufacturer via registered mail. c. A competant Hardware.Consultant will assist the Owner in setting up the system on completion of the project. • d. All doors to be openable from the inside without the use of a key or any special knowledge. 3 FINISH HARDWARE 8 -F Page 2 8 -F 12. DESIGN: • a. Design of knob and lockset shall be Plymouth. b. Strikes: Lips of strikes shall be curved, standard, To trim to clear, unless otherwise noted. Where extended lips are required, they shall be shaped to avoid possibility of tearing clothes. 8 -F 13. DOOR BUTTS: All doors hung on butts are to be hung on t reTi e butts. All outswinging doors to have butts with non- removable pins with set screw in barrel. B -F 14. FASTENINGS: Finish hardware shall be furnished with all necessary screws, bolts or other fastenings of suitable type and size to anchor the hardware in position for heavy use and long life, and shall harmonize with the hardware as to material and finish, These fastenings shall be furnished where necessary with expansion shields, sex bolts, toggle bolts, or other approved anchors according to the material to which it is applied and as recommended by the manufacturer. All hardware fastened to concrete shall be furnished with machine screws and expansion shields. 8 -F 15. DOOR CLOSERS: To be key valve operated. Through bolts -grommet � an nuts to be furnished where required. Closers to be sprayed to match other hardware in room. No closer to be mounted on exterior of buildings without approval • of Architect. Furnish all necessary brackets, drop plates, etc. to properly install closers. 8 -F 16. INSTALLATION: All hardware is to be fitted to the doors, Then removed and placed carefully in the original boxes until painting is completed, 8 -F 17. GUARANTEE: Furnish a written guarantee to Owner in accor- dance with the Supplementary General Conditions for a period of two (2) years from date of substantial completion. 8 -F 18. NUMBERS: The numbers listed in the following schedule have been taken from the catalogs of: 1, Butts Stanley Hager McKinney 2. Locks Schlage No Substitutions 3. Closers Norton LCN Corbin 4. Stops Glynn Johnson Corbin 5. Misc. B.B.W. Corbin Quality The Contractor shall base his bid on items exactly as specified. • If the Contractor wishes to offer a substitution, he must get the written approval of the Architect prior to the time FINISH HARDWARE 8 -F Page 3 8 -F 18. Numbers: (continued) • the bids are submitted, otherwise no substitutions will be allowed. The Contractor will submit six (6) copies of hardware schedule to the Architect for approval. 8 -F 19. HARDWARE LISTS: The following hardware lists, grouped under Headings (Hdg.), are referenced to the door number on the door schedule and the drawings. Hdg. #1 Door 5 Exterior from Co. Comm. Office Alum x Alum E �J 2 ea. Cylinders X6384 1" 10 Exterior from Elec. Hdg. #2 Door 9 Exterior from Kitchen 11 Exterior from 3'0 x 7'0 x 1 -3/4" SCS x H", 1 -112 pr. Butts 191 4 -1 /2 x 4 -1/2 NRP 1 ea. Closer P1604H 1 ea. Lock 052PD 1 ea. Threshold 123A and 66 Demko MS &Anchors 1 ea. Floor Stop F619X Hdg. #.3 FINISH HARDWARE 8 -F Page 4 Door 10 Exterior from Elec. Panel Door 11 Exterior from Liquid Storage Door 12 Exterior from Hose Tower 3'0 x 7'0 x 1 -3/4" SCS x HM 4 -1/2 nr. Butts 191 4 -1/2 x 4 -1/2 NRP 3 ea. Locks D51PD 2 ea. Floor Stops F819X 1 ea. Wall Stop & Holder W45X (door 12) 3 ea. Door Angle 3/4 x 3/4 (bottom) Hdg. #4 Door 13 Exterior from Apparatus Room 3'0 x 7'0 x 1 -3/4 SCS x HM 1 -112 pr. Butts 191 4 -1/2 x 4 NRP 1 ea. Lock D51PD 1 ea. Door Angle 3/4 x 3/4 (bottom) 1 ea. Closer P1604H FINISH HARDWARE 8 -F Page 4 8 -F 19. Hardware Lists: (continued) 2 ea. Closers 1602 2 ea. Wall Stops W9T Hdq. #5 Door 20 Co. Comm. Office - Dorm Door 21 Co. Comm. Office - Office 3'0 x 7'0 x 1 -3/4" SCS x Alum SCS x WF (Door #,20) 3 pr. Butts 191 4 -1/2 x 4 NRD 2 ea. Lock D51P0 2 ea. Floor Stop FB19X Hdg. #6 Door 25 Co. Comm. Dorm - Hall Door 26 Ready Room - Hall Door 32 Dining Room - Hall Door 48 Locker Room - Dorm Door 49 Locker Room - Dorm Door 42 Dorm - Hall Door 51 Dorm - Stairs Door 44 Locker Room - Hall 3'0 x 7'0 x 1 -3/4" SCS x HM 12 pr. Butts FBB179 4 -1/2 x 4 8 ea. Push Plates 47 8 x 16 • 8 ea. Pull Plate 56N 4 x 16 8 ea. Kickplates 8" 8 ea. Closers 1602 8 ea. Wall Stops /Floor Stops As Required 0 Hdq. #7 Door 41 Hall from Pole Door 50 Hall from Pole 3'0 x 7'0 x 1 -3/4" SCS x HM 3 pr. Butts FB8179 2 ea. Latchsets DIOS 2 ea. Closers 1602 2 ea. Wall Stops W9T 4 -1/2 x 4 ( *mount high on door) FINISH HARDWARE 8 -F Page 5 FINISH HARDWARE 8 -F Page 6 8 -F 19. Hardware Lists: (continued) • Hdq. #8 Door 19 Co. Comm. Office from Storage Door 24 Hall - Storage Door 27 Hall - Phone Room Door 33 Hall from Storage Door 28 Ready Room from Closet Door 47 Library from Storage Door 45 Hall to Utility Door 46 Hall from Library Door 43 Hall from Closet Door 53 Storage - "tech. 1 -3/4" SCS x WF 15 pr. Butts 179 4 x 4 10 ea. Latchsets AIOS 2 -3/4" B.S. 9 ea. Stops W91- 1 ea. Stop 8061X Door 47 Hdg. #9 Door 31 Hall - Toilet 2'4 x 7'O x 1 -3/8" HCS x WF 1 -112 pr. Butts 179 3 -1/2 x 3 -1/2 • 1 ea. Lock A40S 2 -3/4" B.S. 1 ea. Stop W9T 1 ea. Sign 441 -1 /2P 'Restroom" Hdg. #1O .Door 22 Toilet - Batt Chief Door 23 Toilet - Co. Comm. Dorm 2'6 x 7'D x 1 -3/4" SCS x WF 3 pr. Butts 179 4 x 4 2 ea. Push Plates 47 8 r. 16 2 ea. Pull Plates 57N 4 x 16 2 ea. Kickplates 8" 2 ea. Closers 1602 2 ea. Stops W91- 1 ea. Dead Lock B280 2 -3/4" B.S. (Door 22 on Batt Chief side) Hda. #11 Door 30 Apparatus Room from Janitor 2'6 x 7'0 x 1 -3/4" SCS x HN 1 -112 pr. Butts 179 4 -1/2 x 4 • 1 ea. Latch AIOS 2 -3/4" B.S. 1 ea. Stop W9T FINISH HARDWARE 8 -F Page 6 n LJ • `J 8 -F 19. Hardware Lists: (continued) Hdg. #12 Door 34 Elect. Room - Gen. Storage Door 52 Dorm - Storage 3'0 x 7'0 x 1 -3/4" SCS x WF 3 pr. Butts 179 4 x 4 1 ea. Stop W917 2 ea. Locks A51PO 2 -3/4" BS 1 ea. Stop 8061X. Door 34 Hdg. #13 3 pr. Doors 15, 16, 17 Apparatus Room from Turn out Lockers 6'0 x 7'0 x 1 -3/4" SCS x WF 9 pr. Butts 179 4 x 4 6 ea. Pulls PD 3 6 ea. Roller Latch GJ 36 6 ea. O.H. Door Stoo GJ 364 900 Hdg. #14 1 Door 14 Shop - Shop 7'0 x 7'0 x 1 -3/8" Folding 1 ea. Track 2601 3 ea. Carriers 2611 1 ea. Pivot Set 2663 9 or. Butts 179 3 x 3 1 ea. Pull PD 3 Hdg. #15 3 Louvered Doors in Hose Tower 3'0 x 4'0 x 1 -3/4" WD x HM Swing Up 3 pr. Butts 191 4 -1/2 x 4 NRP 3 ea. Slide Bolts 88 6 ea. Cabin Door Hooks 223 6" Hdg. #16 Cabinets Lockers pr. Hinges 1591 ea. Pulls 4477 ea. Wardrobe Lock 0737x69S MKD -KO ea. Catch 35 ea. Shelf Std. & Clip 798 x 799 Stanley FINISH HARDWARE 0 8 -F 19. Hardware Lists: (continued) • Hdg. #17 Bunks Pc. Track 3014 ea. Flush Finger Pulls 2688 #1 • 0 Hdq. #18 Other Doors & Drawers Pr. Hinges 1591 ea, Pulls 4477 ea. Catches 35 ea. Drawer Guides KV1300 Hdg. #19 Miscellaneous 2 ea. Pulley 4 -1/2 x 1 -3/4 x 150# 2 ea. Track X2641 Steel Stanley 2 ea. Track BBX T2600 -1/2 steel Stanley FINISH HARDWARE 8 -F Page 8 • • n LJ DIVISION 3 DOORS. WINDOWS AND GLASS SECTION 8 -G ERHEA DOORS 8 -f, 1. GENERAL: Requirements of Division 1 apply to work of t -Tics Section. 8 -G 2. SCOPE: Furnish and install sectional overhead doors as in icated and specified, complete. 8 -G 3. WORK INCLUDED: Principal items of work include: a. Shop drawings and erection diagrams. b. Overhead door assembly, chain and motor operated. C. Hardware and operating device. 8 -G 4. WORK NOT INCLUDED: a. Prepared openings and installation of embedded anchorages. b. Electrical service, and connection of equipment provided under this Section. C. Furnishing of cylinder for keyed switch. 8 -G 5. GENERAL REQUIREMENTS: a. Verify, at site, conditions affecting work of this Section; obtain accurate dimensions of openings, levels, and location and arrangement of embedded anchorage. Reoort discrepancies between drawings and field dimensions and other irregularities or improper conditions prior to commencing work. b. Space above head of opening, where roller will be housed, shall be checked for size and to see that the opening has been properly plumbed and squared, the floor leveled and that ceiling is parallel to floor so that bottom of door, when open, will be level with head of opening or surface of ceiling, or as detailed 8 -G 6. SHOP DRAWINGS AND ERECTION DIAGRAMS: Submit, in accordance with the "Special Conditions' Section, shop drawings and erection diagrams showing materials, finish characteristics, construction and fabrication details, layout and erection diagrams, wiring diagrams and methods of anchorage to build- ing construction. 8 -G 7. MATERIALS: Doors shall be aluminum sectional upward- acting of size shown on plans. Commercial Industrial door • (aluminum heavy duty) as manufactured by Overhead Door Company or an approved equal. a. Stile and Rails: Extruted #6063T6 aluminum of shape to produce a or 1 -3/4" nominal thickness. Stiles and rails shall be bronze anodized finish. b. Panels: 114" tempered polish plate glass held in p -race` with rigid vinyl mould. c. Tracks: 3" tracks as recommended by manufacturer. d. Weathers tripping: Vinyl to provide for effectively sea -Ting the bottom against weather. e. Lock: Cadmium plated tumbler lock with single unit lcFC mechanism. f. Construction: Workmanship and installation shall conform to aTl fabrication and erection standards of the manufacturer. The door shall be erected plumb, square, and true in the opening, permanently secured and anchored in proper position with guides accurately aligned and faced, and with all operating devices and equipment properly connected and adjusted so that the total installation shall function smoothly, perfectly. • 1) All anchorage for the doors, except as stated under the "Work Not Included" paragraph, shall be provided under this Section and shall include steel channels, angles, clip angles, bolts, nuts, washers, rivets, welding and attachment to structure as required. 2) Type of Mounting: Door shall be mounted with face - mounting type of Eracket, above opening, and shall be clearly designated on the shop drawings and erection diagrams. 8 -G 8. CONTROLS: Doors shall be electrical operated with a unit de— signed and built by the door manufacturer with electric unit side mounted on the wall. a. Push button standard three pushbutton flush mounted. b. Time clock for each door with over ride to maintain door in open position, if desired. c. Power: f)oerator shall be 3 phase, 208 volt, 1 horse power. OVERHEAD DOORS 8 -G Page 2 8 -G 9. ERECTION: Perform work of this Section by authorized representative of manufacturer and in accordance with • manufacturer's latest printed recommendations and approved shop drawings. Cooperate fully with work of other trades. Provide completed installation secure.and operating freely without bind or stoppage. 8 -G 10. PROTECTION: Protect work of this and other Sections urT � i ngwork of this Section. Repair any damage caused by installation of work of this Section as approved and at no additional cost to Owner. 8 -G 11. CLEAN -UP: Remove all rubbish, debris, surplus material an equipment from Premises and legally dispose of them. 8 -G 12. GUARANTEE: These doors must be sold, installed and serviced by the local distributor with workmanship and materials guaranteed by him. Furnish a written guarantee in accor- dance with Special Conditions for a period of two (2) years from date of final acceptance by Owner. • lJ OVERHEAD DOORS 8 -G Page 3 DIVISION 9 FINISHES • SECTION 9 -B DRYW LL 9 -B 1. GENERAL: Reouirements of Division 1 apply to work of this Section. 9 -B 2. SCOPE: Furnish and install gypsum drywall construction work complete. 9 -B 3. WORK INCLUDED: Principal items of work include the following: a. Gypsum wallboard ceilings and walls. b. Texture surfacing. c. Related metal trim and corner bead. d. Install access panels furnished b_v others for mechanical and electrical installation. e. Taping and finishing. • 9 -B 4. WORK NOT INCLUDED: a. Studs and framing. b. Suspended grid ceiling. c. Furnishing access panels to mechanical and electrical installations. d. Finish painting. 9 -B 5. GENERAL REOUIREiENTS a. Ins ections: P1ake a detailed inspection of areas and sur aces to be enclosed or covered by this work and arrange for correcting defective workmanship or materials. Report to Architect, in writing, unsatisfactorily pre- pared surfaces. 1) Ascertain that other work enclosed or cor;cealed by work of this Section has been inspected and approved before startina work; otherwise, uncov_r as directed at na extra cost to Owner. 9 -B E. I^ATERIALS: All drywall materials shall be "Gold Bond ", • Kai'�—'ser�, "U.S. Gypsum" or approved equal. DRYWALL 9 -B Page 1 9 -B 6. Materials (continued) • a. Gypsum Wallboard: 1) ASTM C -36, 5/8" thick, with tapered edge regular wallboard. Moisture resistant in toilet rooms and behind ceramic tile to be W/R wallboard. 2) 5/8 inch type X sheetrock (U.L. approved for one hour construction) where indicated. b. Joint Tape: Tape shall be strong fibrous perforated tape supplied by the manufacturer of the wallboard used. C. Nails: 1 -3/8 inch annular ring nail. d. Screws: 1 inch Type S, bugle head, self - drilling and tapping. e. Adhesive: Gold Bond "WC" drywall adhesive or approved egu aT.� f. Plastic Cement: Spackling compound, requiring only the addition of water for use, shall be supplied by the manufacturer of the gypsum wallboard used. g. Metal Trim and Corner Reinforcement: Inside corners •shall be formed with reinforcing tape. Outside corner and casing trim shall be metal corner head or casino with taping flanges for applying finishing compound. Coordinate casing and trim with architectural details. h. Access Panels: Furnished and installed under work of this Section, shall be Miicor or other as approved by the Architect. • 9 -B 7.. APPLICATION a. Temperature Within Buildin : While drywall is being 1 . nstalled, maintain at not less than 65 degrees F. Provide ventilation to eliminate excessive moisture. b. Apply gypsum wallboard in accordance with best practice of the trade and in compliance with Section 47 of the USC, or /and local or State authorities having juris- diction. 1) Apply with long edge of board placed at right angles to framing members. All ends and edges of wallboard shall occur over nailing members, except for treated joints at right angles to framing members. Install no wallboard until all framing_ is constructed horizontally true. DRYWALL 9 -B Page 2 9 -8 7. Application (continued) •C. Maximum spacing of screws for attachment of wallboard to wall framing shall be 7" o.c. and 5" o.c. for ceilings. Depress nails below finish without breaking paper facing. d. Use boards of sufficient length to minimize end joints, spanning ceilings with single- length boards where possible. 9 -B 8. TAPING AND FINISHING: a. Taping and finishing compounds shall be prepared and mixed in strict conformance with producer's latest Printed directions. b. Spread joint compound over joints, nails recesses and metal trim. Apply reinforcing tape to joints in fresh taping compound. Sand and apply second coat of compound. Lightly sand and apply and feather out skim coat. • DRYWALL 9 -B Page 3 C. Textured Surfaces: Walls - spray apoly "heavy fog" texture on all exposed surfaces of walls and ceiling, submit sample for approval. 9 -B 9. REPAIR: Surface damage and defects shall be corrected after trim has been applied and prior to decoration. • Wherever pacer facing is broken or has indentations, small holes or other face imperfections, work shall be repaired with finishing cement and brought to a true plane, leaving surface entirely uniform in appearance. 9 -B 10. CLEANING: During application and upon the completion of his work the Contractor shall clean drywall material splatters from adjoining material leaving all material in first class condition as approved by the Architect. 9 -B 11. CLEAN -UP: Comply with Section 1 -E. 9 -B 12. GUARANTEE: Furnish a written guarantee to the Owner in accordance with the General Conditions, Paragraph 4.5 and Supplementary General Conditions, Paragraph 1 -B 8. and 1 -B 15.a., for a period of one (1) year from date of substantial completion. • DRYWALL 9 -B Page 3 DIVISION 9 TTNT5RrS_- • SECTION 9 -C C E A�t M1M KITE • 9 -C 1. GENERAL: Requirements of Division 1 apply to work of this ec Vi on. 9 -C 2. SCOPE: Furnish and install all ceramic tile work as indicated and specified, complete. 9 -C 3. WORK INCLUDED: Principal items of work include: a. Glazed ceramic wall tile. b. Unglazed ceramic floor tile. c. Setting adhesive and grouting. d. Plaster backing for ceramic tile. 9 -C 4. WORK NOT INCLUDED: a. Drywall backing for tile. 9 -C 5. SAMPLES: Samples of tile shall be submitted to the Architect chitect for approval, in accordance with the Supplementary General Conditions and no work under this Section shall be started until such approval has been given. 9 -C 6. MATERIALS: Deliver manufactured materials in original, labeled, unopened containers with manufacturer's name, brand and grade seals on tile containers. Keep grade seals intact and containers dry until used. a. Ceramic tile shall be standard grade conforming to U.S. Department of Commerce Simplified Practice Recommendations R- 61 -61, and Federal Sepcifications SS -T -3086. Tile shall be as manufactured by Pomona Tile Manufacturing Company. Approved equals shall be as manufactured by the Mosaic Tile Company and Interpace. 1) Wall tile shall be glazed ceramic the 4 -1/4" x 4 -1/4 ". Color shall be selected and approved by the Architect. Price range, Pomona 800 series. 2) Floor tile shall be unglazed ceramic mosaic with all- purpose edge in size 2" x 2" or combination, as selected by the Architect. Price range 'D' per Pomons Time Co. Colors as selected by the Architect. 3) Trimmers of size, type and colors to match tile and shape as required to complete the work. CERAMIC TILE 9 -C Page 1 9 -C 6. MATERIALS: (continued) b. Grout: Shall be an approved standard product, factory mixed and packaged, Portland cement tile grout material containing waterproof and curing mixtures, and fungus and bacteria inhibiting agents. c. Water Resistant Adhesive: Shall be as manufactured by Miracle Adhesive Corporation, Chicago Mastic Corp., or approved equal. d. Portland Cement: ASTM C -150, Type 1. e. Hydrated Lime: ASTM C -206 or C -207, Type S. f. Sand: ASTM C -144 g. Water: Suiteable for domestic use. h. Waterproof Admixtures: "Sikacrete" by Sika Chemical Corp., "Kydrocide Tiy L. Sonneborn Sons, Inc., or other manufacturer approved by the Architect. i. Metal Reinforcement for Setting_B_ed_s_ shall be diamond mesh pounds per square yard. j. Water roof Membrane for Wood Framed Walls shall be • re n� orce asp a t paper, duplex type, conforming to Federal Specifications UU -P -264. 9 -C 7. STANDARD SPECIFICATIONS: a. All work shall be in strict accordance with the latest printed specifications of the manufacturer. b. General requirements for inspections, preparation, protection, workmanship, and application as described in the adapted and proposed American Standards Specifications: ASA Project A -108 (May 29, 1959) - "Proposed standard specification for installation of ceramic the with water resistant organic adhesives." C. Thoroughly clean all tile at completion of work with cleaning material recommended by manufacturer. 9 -C 8. APPLICATION: a. Plaster scratch coat of Portland cement on metal lath with backing. b. Apply per ASA A108. Lay tile in grid pattern. Form vertical external corners with integral 3/4 inch radius bullnos.e tile. • c. All joints shall align vertically and horizontally including base and trim. CERAMIC TILE 9 -C Page 2 9 -C 9. GROUTING OF JOINTS: All grout shall be color as selected by rc tect, an applied in strict accordance with • manufacturer's latest printed specifications. 9 -C 10. CLEAN -UP: Comply with Section 1 -E. 9 -C 11. GUARANTEE: Furnish a written guarantee to the Owner in accordance with the Supplementary General Conditions for a period of one (1) year from date of substantial completion. CERAMIC TILE 9 -C Page 3 DIVISION 9 TrWT 5 HAS` - -- • SECTION 9 -F T AE—CEILINGS 9 -F 1. GENERAL: Requirements of Division 1 apply to work of this ec� t on. 9 -F 2. SCOPE: Provide acoustical ceiling and suspension system i�sindicated on drawings and specified herein,complete. 9 -F 3. WORK INCLUDED: Principal items of work include: a. Samples and shop drawings. b. Suspension system and exposed grid. C. Acoustical material. d. Coordination with mechanical and electrical installations. 9 -F 4. WORK NOT INCLUDED: a. Gypsum drywall ceiling. • b. Mechanical and electrical items. 40 9 -F 5. SAMPLES: Submit four (4) samples, in accordance with ec3 tfo`n Special Conditions, of all acoustical tile, suspension members and finishes. 9 -F 6. SHOP DRAWINGS: Submit four (4) prints of shop drawings in accordance with the General and Supplementary General Conditions. 9 -F 7. INSPECTION OF BUILDING: This Contractor shall inspect the location of t e wor and familiarize himself with the conditions under which the installation will be made and secure his own measurements. He shall be responsible for the examination and acceptance of all surfaces affecting the proper installation of his materials, and shall not proceed until all unsatisfactory conditions have been corrected. 9 -F B. CONDITION OF BUILDING: All exterior doors and other openings shall be ccTosed -in and the building interior shall be generally dry before any acoustical work is started. 9 -F 9. COORDINATION: Coordinate and cooperate with related ec aFf—�i nicaT and Electrical Sections as necessary. ACOUSTICAL CEILINGS 9 -F Page 1 9 -F 10. MATERIALS AND MANUFACTURE: Drawings indicate required size and intended construction of acoustical ceiling. • Minor modifications in non - essential details to accommodate manufacturer's standard sections and practice, is acceptable, as approved by the Architect. Acoustical Tile and Suspension system, herein specified, is that of Armstrong Cork Company, Celotex, U.S. Gypsum, or approved equal. a. Grid Suspension System: 1) Lay -in exposed grid type - fully accessible - composed of roll formed steel "T" bar main runners and cross tees delivered in factory finished white. Samples of finished "T" member shall be delivered to Architect for approval. 2) Special Wall Supports: Provide sheet steel walls for support of tile, as detailed and where located on the drawings. Shop finish members flat black in accordance with Painting Section. D. Acoustical Tile: Lay -in mineral fiber panels with Celtic' desian (Armstrong), 24" x 2,4" x 5/8" thick. Factory - applied white paint finish with light reflectance of over 75 %, NRC range of .60 -.70. 9 -F 11. INSTALLATION: All installation shall be in strict • accordance with the manufacturer's latest printed instructions, specifications and recommendations and shall meet with the approval of the Architect. The grid suspension members shall be installed so that when tile units are attached, the tile will be squared with adjacent work, tile joints flush and tight, parallel or perpendicular to, and joint lines straight and aligned with, the surrounding walls. Grid members shall also be installed so that tiles shall be spaced symmetrically about the centerlines of room or space, beginning with a tile or a joint line, as necessary to avoid narrow tiles at the finish edges. b. All lighting fixtures, air conditioning outlets or other items shall be supported on four sides by main runners in the ceiling system. c. Entire suspension system shall be installed to provide an even and true level ceiling as herein specified. 9 -F 12. REPLACEMENT TILE: Furnish and deliver to Owner one full ox of cei ing the of pattern and color used. 0 ACOUSTICAL CEILINGS 9 -F Page 2 9 -F 13, CLEANING: Thoroughly clean all surfaces after installing. Touch-up damage to factory applied finishes with approved • material or replace where directed. Leave in approved condition and protect until final acceptance of building. 0 9 -F 14. GUARANTEE: Furnish a written guarantee in accordance with tFe Spec al Conditions for a period of one (1) year from final acceptance by the Owner. ACOUSTICAL CEILINPS 9 -F Page 3 DIVISION 9 FINISHES • SECTION 9 -H RESILIENT FLOORINf 9 -11 1. (= ENERAL: Requirements of Division 1 apply to work of this Section. 9 -11 2. SCOPE: Furnish and install all resilient flooring work complete. 9 -H 3. WORK INCLUDED: Principal items of work include the following: a. Vinyl asbestos tile. b. Rubber base. c. Edging strips. d. Stair treads and risers. 9 -H 4. WORK NOT INCLUDED: a. Carpeting (N.I.C.) • b. Metal thresholds. 9 -H 5. SAMPLES: Submit samples of all materials specified herein for approval by the Architect in accordance with the General Conditions, Paragraph 4.13. Work shall not commence until such samples have been approved. 9 -H 6. IIATERIALS a. Vinyl asbestos tile flooring shall be as manufactured by Flintkote, Kentile, or other manufacturer approved by the Architect, 12" x 12" x 3/32" tiles in colors selected by Architect, tile shall meet the flexibility test for Type r, vinyl tile, Federal Specification L- T- 751(k-FSS). Price range "Flintkote" colonial stone FCS series.' b. Adhesives for resilient flooring work shall be water- proof cements recommended by the manufacturer of the tile used. C. Rubber base shall be 4" and 6" top set type, coved base, bullnose rounded top, with ribbed back, as manu- factured by Burke Rubber Co., or aporoved equal. Where indicated, the base shall continue ar ^und the entire • perimeter of the room, includinq all projections through the floor. Base shall be of colors selected by the Architect. RESILIENT FLOORING 9 -H Page 1 0 0 • 9 -H 7 STAIRS: Gurke Rubber Company or approved equal as selected and approved by the Architect. a. Tread: Diamond design. b. Risers: 7" high by full width as required. C. Skirting: Moulded rubber 1;8" x 4' x 10" Color d. Adhesives and Filler as required and per manufacturer recommendations. 9 -H S. WORKMANSHIP: All workmanship shall be of the best quality an w en work is completed, it shall be free of buckles, bubbles, open joints or other imperfections. Tile having chipped or rounded corners will be rejected, and if laid, shall be removed and replaced with acceptable tile. a. The Contractor shall make all necessary preparations to surfaces to properly receive his work. Installation of resilient flooring shall not be made until an ade- quate test is made to assure that the floor is free from moisture. The cost of such tests shall be borne by the Contractor. b. Rubber base shall be applied in longest lengths practi- cable. C. Flooring shall be applied in such a manner that its entire undersurface shall be securely bonded in place, and the entire upper surface shall be smooth, clean and free from imperfections. The lines between the pieces shall be straight and true to line. d. All vinyl asbestos tile and rubber base shall be applied in strict accordance with the manufacturer's latest printed instructions and specifications as approved by the Architect. e. Floor surfaces shall finish flush with adjacent floor finishes, except as otherwise shown. Where edge strips are required they shall be moulded vinyl of thickness and color to match adjoining floor tile, with leading edge beveled. f. Spaces being surfaced shall be closed to traffic and other work during the laying of the resilient flooring. 9 -H 9. CLEANING, FINISHING AND PROTECTION: Upon completion, all work shall be cleaned, removing all spots of adhesive and surface stains, and all scraps, cartons, and containers shall be removed from the building. RESILIENT FLOORING. 9 -H Page 2 9 -H 9. Cleaning, Finishing and Protection: (continued) • a. All vinyl asbestos and rubber base shall be thoroughly cleaned with a neutral cleaner (non - alkali and non -oil) but this cleaning shall not be done for a period of at least one (1) week after the flooring has been laid and bonded in place. After cleaning, the floor shall be mopped with clean water, then given two (2) applica- tions of -an approved wax recommended by the manufacturer of the tile used, with an electric burnishing machine and left in condition satisfactory to the Archit -ct. b. Provide and maintain adequate protection for all work under this Section for the duration of the Contract, and remove all protection when so directed by the Architect. 9 -H 10. REPLACEMENT MATERIALS, In addition to materials required to complete installation,.deliver to Owner 1 box of each type and color of floor tile and 24 lin. ft. rubber base used boxed for storage. 9 -H 11. CLEAN -UP: Comply with Section I -E. 9 -H 12. GUARANTEE: Furnish a written guarantee to Owner in accor- dance with the General Conditions, Paragraph 4.5 and the Supplementary General Conditions, Paragraph 1 -B 8. and • 1 -B 15.a., for a period of one (1) year from substantial completion. • RESILIENT FLOORING 9 -H Page 3 PAINTING 9 -L Page 1 DIVISION 9 F D H S • SECTION 9 -L P N Na 9 -L 1, GENERAL: Requirements of Division 1 apply to work of t iii s section. 9 -L 2. SCOPE: Provide painting work complete. 9 -L 3. WORK INCLUDED: Principal items of work include: a. Samples of paint. b, preparation of surfaces. c. Paintina all interior surfaces. d. Paintinq all exterior surfaces. e. Wall coverino. f. Aluminum frame of skyliqht. 9 -L 4. WORK NOT INCLUDED: • a. Shop prime coats. i b. Factory finishes. C. Painting work specified as work of other Sections. d. Caulking. 9 -L 5. MATERIALS NOT TO BE PAINTED: Following surfaces are not to receive painter's finishes: a. Aluminum, stainless steel, and plated finished metals (not zinc or cadmium of galvanizing). b. Finish hardware, except prime- coated items. C. Work specified not to be painted under other Sections. 9 -L 6. SAMPLES AND LIST OF PAINT MATERIALS: Submit following same es and list of paint materials to the Architect for approval in accordance with General Conditions Paragraph 4.13. PAINTING 9 -L Page 1 9 -L 6. Samples and List of Paint Materials: (continued) . a. List of Paint Materials: Prior to submittal of samples, submit for approval complete list of paint materials proposed for use, identifying each material by manufacturer's name, product name and number, including primers, thinners, and coloring agents, together with manufacturer's catalog data fully describing each material as to contents, recommended usage, and preparation and application methods. Identify surfaces to receive various paint materials. Make no deviations from this approved list. b. Wall lam ,,Is when color samples are approved, apply Taint In es to sample wall areas as directed. Make such final application, color and /or gloss ad 'iustments as may be directed, and submit new samples corresponding to adjustments. Use final approved colors and glosses as directed. 9 -L 7. QUALITY, SYSTEMS AND MIXING: Provide first - quality materials manu actured by companies isted in approved list of paint materials. a. Paint Systems: Unless otherwise specified or approved, use paint products of one manufacturer. In any case, primers and intermediate and finish coats in each paint • system must be products of same manufacturer, including thinners and coloring agents. To this end, notify other trades required to provide shop- primed materials of proper primers to be used. b. Factory Mixing: Factory mix each paint material to color, gloss and consistency for application. 9 -L 8. MANUFACTURER: Products shall be manufactured by .Ameritone, Devoe, Pittsburgh, Sinclair or approved equal unless other- wise specified, or approved, by the Architect. 9 -L 9. GENEP,AL REQUI?EPIENTS: All work shall be done in a thorough an wor:mar i e manner, and in conformance with accepted good practice and all requirements of local, state and other authorities having jurisdiction. a. Materials shall be delivered to job site in unopened original containers, each container bearing the brand and maker's name, completely identifying the contents and giving directions for its proper use. b. All work to be done under this Section shall be done at times as may be later directed to best expedite the whole work. • C. The Contractor shall paint all work as hereinafter specified, or as described. PAINTING 9 -L Page 2 9 -L 9. General Requirements: (continued) . d. The provision for approval of equivalent products shall be interpreted in reference to materials specified under this Section to mean not only equivalent in general quality, durability and workability, but also equivalent in r,roven ability to produce perfectly similar results in finish, texture and general appearance when used as a substitute for the manufacturer's product specified. e. Interiors of cabinets, lockers, closets, shelves shall be finished to match exterior treatment. f. On all exterior and interior exposed work, no painting or finishing small be done in wet or inclement weather, nor when the ambient temperature where the work is being done is 50 degrees F. or below, nor until the surfaces are thoroughly dry. 9 -L 10. MATERIAL REQUIREMENTS: a. The Contractor shall obtain approval of materials and samples before proceeding with the work under this Section. b. Coloring materials shall be pure tint colors and of the highest grade of tinting strength and fineness obtainable. • C. Turpentine shall conform to ASTM D13, latest edition. d. Raw linseed oil shall conform to ASTM D234, latest edition. e. Soiled linseed oil shall conform to ASTM D260, latest edition. f. Putty shall be composed of pure white lead and dry whiting mixed with pure linseed oil to nutty consistencv. The white lead shall comprise not less than ten percent (10 %) of the mixture, by volume. g. Materials shall be used without thinning, unless otherwise approved. h. Spackling compound shall be finely ground, grit -free when dry and shall set with no shrinkage to a smooth, hard, white surface, which will sand easily and take any finish. i. Shellac shall be composed of pure gum shellac, cut in ninety percent (90%) alcohol, using four (4) pounds of guru to one (1) gallon of alcohol. PAINTING 9 -L Page 3 9 -L 10. "Material Requirements: (continued) • J. Patching plaster shall he white non - shrinking, containing no lime and uniform in set and quality. k. All colors shall be as selected by the Architect. Approval of colors shall be obtained before work is started. 9 -L 11. STORAGE: Material shall be stored, covered and protected r om moisture in an approved manner, and mixed in such areas as may be assigned for this purpose. 9 -L 12. WORKMANSHIP: a. Application: Unless otherwise specified, apply materials, in accordance with manufacturer's instructions by brush, roller, or sprav painting. Apply each coat at proper consistency, and free of brush or roller marks, sags, runs, or any other evidence of poor workmanship. Avoid lapping paint on glass, hardware, and other surfaces not to be painted. Apply masking as required. Sand between enamel coats. b. Scaffolds: Provide and transfer scaffolds, staging and p a�nking necessary for proper performance of this work. C. Properly prepare surfaces to be finished and painted • as scheduled and specified. 9 -L 13. CONDITION OF SURFACES: a. Examination of Surfaces: Examine surfaces to be finished under this ection and see that work, of other trades has been left or installed in satisfactory condition to receive paint, stain or specified finishes. Before starting work, notify Architect in writing of any surfaces unsatisfactory for proper paint finish. Aopli- cation of first coat of any finishing process constitutes acceptance of surface by painter. This requirement does not relieve Contractor of responsibility for proper Preparation of surfaces. • b. Job Conditions: Apply paint to clean, dry, prepared surfaces only. Do not apply exterior paint durinn rainy, damo, foggy or excessively windy weather. Arrange for temporary heat required for interior painting. C. Galvanized Metal to be painted shall be thoroughly washed with acetic acid (vinegar) or other approved solution, then thoroughly washed with clear water. Metals shall be dry before paint is a ^plied. PAINTING 9 -L Page 4 • 9 -L 14. COATS AND COLORS.: Number of coats specified to be applied are minimum. Insure acceptable paint finishes of even, uniform color, free from cloudy or mottled appearance in surfaces and evident thinness.of coating on arrises. "Spot" or undercoat work necessary to produce such results. Tint each coat a sufficiently different shade of finish color to permit identification, in accordance with approved samples. 9 -L 15. PAINTING SCHEDULE: Note: Paint all surfaces listed below, except as noted otherwise on the drawings. a. Exterior Surfaces: 1) Exterior Concrete: One (1) saturating sealer. 2) Galvanized Metal: One (1) coat zinc -dust primer. Two (2) coats iso -alkyd semi- gloss. 3) Ferrous 'fetal: One (1) coat (shop primed) touch -up. Two (2) coats iso -alkyd semi - gloss. 4) Exterior Wood Doors: One (1) coat of wood primer. Two (2) coats of alkyd semi - gloss. b. Interior Surfaces: 1) Interior Paint !rade Cabinet Work, 41 Jambs loo Stops, and Miscellaneous Wo One One One One One (1) coat (1) coat (1) coat a) Ton an (1) coat (1) coat flat undercoat. snlit coat undercoat. semi -gloss enamel. d Bottom Edges of Wood Doors: flat undercoat. semi -gloss enamel. rs. Wood 2) Wood Stain (Natural), Cabinets, Doors and Panel-in One (1) coat semi- transparent stain. One (1) coat lacquer sealer, clear. • Sand between coats. PAINTING 9 -L Page 5 n it 4i 4�1 p b. Interior Surfaces: (continued) • 3) Gypsum Board (Drywall): One (1) coat primer and sealer. Two (2) coats flat vinyl wall paint, semi -gloss enamel in toilet rooms, kitchen and as noted. Note: Do not paint where vinyl wall covering is indicated. 4) Interior Concrete: One (1) coat (saturating) sealer. 5) Miscellaneous Registers, Panelboards, etc.: Two (2) coats flat enamel as selected by Architect. 9 -L 16. CONCRETE SEALER; Water- repellent, silicone concrete masonry coating. Hydrocide S -X h,ycon as manufactured by Sonneborn Building Products Inc., or approved products formulate by approved manufacturer. a. Surfaces must be dry and free of dirt. All cracks must be filled and defective joints cut out and • repointed to provide a sound surface. b. Application may be by brush or spray. In either case, the material must be flushed or flooded or liberally, so as to saturate the surface. Coverage shall be approximately 100 -150 sq. ft. per gallon. • 9 -L 17. WALL COVERING: Vinyl fabric wall covering material shall be Cohyde Wall Fabrics," or approved eoual, sold by Pacific Hide and Leather Co., Inc., Los A.npeles, and shall be selected from Type II- medium weight, averaging 17 ounces ner square hard. Pattern and color as selected by Architect. a. AEplication: Apoly to all exposed surfaces, including edges, as indicated on drawings and noted on Finish Schedule, and in such manner and with such adhesives as manufacturer recommends in his latest printed instruc- tions. 9 -L 18. ALUMINU,1 FRAME OF SKYLIGHT: Apply one (1) coat zinc -dust primer and one U coat Mirrolac" enamel as manufactured by Devoe. Pren.aration of metal, application of primer and finish coat in strict accordance with latest printed specifications of manufacturer. Color, Black. PAINTING 9 -L Page 6 a:, 9 -L 19. PROTECTIVE MEASURES: • a. Protection of Work: During painting operations, protect painting work; also work and property of others from any damage. In all cases, exercise care to prevent paint materials being spilled or spattered onto surfaces which are not to be painted. b. Fire Prevention: Take all necessary precautions to prevent fire. At end of each day's work, remove oily rags, scrapings, and other waste items soiled with paint, from premises or store in metal containers with tightly fitting metal covers. 9 -L 20. CLEANING AND PATCHING: Upon completion of painting operations, remove any spillage, spatter spots and other misplaced paint material, in a manner which will not damage surfaces. Perform any required patchir.o and repair or make restitution for any damage to work of others caused by painting operations of this Section to Architect's satisfaction. 9 -L 21. CLEAN -UP: Comply with Section 1 -E. 9 -L 22. GUARANTEE: Furnish written guarantee to the Owner in accordance with the General Conditions, Paragraph 4.5, and the Supplementary General Conditions, Paragraph 1 -B 8. • and 1 -B 15.a., for a period of one (1) year from date of substantial completion. • PAINTING 9 -L Page 7 • i F _ -+n_w �2:-a 4We_'n'... _. a'6 Sai •"YS"". /s�'inY�.-w DIVISION 10 SPECIALTIES • SECTION 10 -.A MISCELLANEOUS 10 -A 1, GENERAL: Reauirements of Division 1 apply to work of this Section. 10 -A 2. SCOPE: Provide equipment, fixtures and accessories, com.nTete. 10 -A 3. WORK INCLUDED: Principal items include: a. Metal shelving. b. Stainless steel counter and hood. 10 -A 4. MATERIALS of items or parts of the work specified herein ssiaT__ ee of comparable design and quality as specified in other Sections, if not fully covered herein. 10 -A 5. SHOP DRAWI!V:S AND BROCHURES: Submit shop drawings and brochures, for Architect s approval, in accordance with General Conditions, Paragraph 4.13 and Supplementary General Conditions, Paragraph 1 -B 11. • 10 -A G. SHELVING: Press steel shelving with adjustable shelves. finish n standard color per Architect's selection. a. Room No. 114: Floor mounted, flexible store units with open sides and back and 12" adjustable shelves. 1) Layout of shelving shall be submitted to Architect for approval. 2) Shelf unit shall be 87" high with six (6) 12" shelves per unit. b. Shelving shall be as manufactured by Borroughs, General Fireproofing, Worley, or approved equal. 10 -A 7. STAINLESS STEEL: Countertops, hood and splashes shall be 18- 0 in. stainless steel, sizes and dimensions as shown on drawings. Stainless steel shall be bonded to backing and reinforced as required. a. Drainboards, splashes and edges shall be made integral of one sheet of metal. No overlapping or soldered edges permitted. Intersection where back splashers meet end splashers shall be rounded to 1/4" radius. Entire underside shall be sound deadened. All stain- less steel surfaces to be hand polished. MISCELLANEOUS 10 -A Page 1 • E • 10 -A 8. CLEAN -UP; Comely with Section 1 -E. 10 -A 9. GUARANTEE: Furnish a written guarantee to Owner, in accordance with General Conditions, Paragraph 4.5 and Supplementary General Conditions, Paragraph 1 -6 S. and 1 -B 15.a., for a period of one (1) year from date of substantial completion. MISCELLANEOUS 10 -A Page 2 DIVISION 10 P C AL ES . SECTION 10 -C TOILET COMPARTMENTS 10 -C 1. GENERAL: Requirements of Division 1 appiv to work of t tfi s Section. 10 -C 2. SCOPE: Furnish and install toilet partition work as 'indicated and specified complete. 10 -C 3. WORK INCLUDED: Principal items of work include the following: a. Shop drawings. b. Metal toilet partitions. C. Urinal screens. 10 -C 4. SHOP DRAWIN3S: Shop drawings for work described herein shall Be -submitted to the Architect for approval, prior to fabrication or installation, in accordance with the Supplementary General Conditions. 10 -C 5. MATERIALS: Prcvide floor mounted, flush panel type steel • toilet partitions with cellular paper core and baked acrylic enamel finish; Series 500 design as manufactured by Mills Company, in color selected by the Architect from manufacturer's standard color range, or approved equal. Partitions shall have all necessary hardware. Aooroved equals shall be as manufactured by "Sanymetal" or "Fiat ". 10 -C 6. ACCESSORIES: a. Coat Hood WT-274. 10 -C 7. URINAL SCREENS: Wall supported screens 29" x 30 "shall be Mills Company Model 6. Wedge T720. Color as selected by Architect. 10-C8. INSTALLATION shall be strictly in accordance with the manufacturer's latest printed specifications and installa- tion drawings. 10 -C 9. COLOR: As selected by Architect from manufacturer's standard co or range. 10 -C 10. CLEAN -UP: Comply with Section 1 -E. 10 -C 11. GUARANTEE: Furnish a written guarantee to Owner, in • acc— cor &ance with General Conditions and Supplementary General Conditions for a period of one (1) year from date of substantial completion. I TOILET COMPARTMENTS 10 -C Page 1 only 1 DIVISION 10 SP C TAL fl�S • SECTION 10 -J IDEt— TIFYING DEVICES 10 -J 1. GENERAL: Reouirements of Division 1 apply to work of this Section. 10 -J 2. SCOPE: Provide identifying devices complete. 10 -0 3. WORK INCLUDED: Principal items of work include: a. Cast letter. b. Name plaque. 10 -J 4. MATERIALS of all items or parts of the work specified ere n, if not fully covered below, shall be of comparable design and ouality as specified in other Sections. 10 -J 5. CAST LETTERS: Natural satin aluminum finish made from alloy — 14 Letters shall be free from scale sand holes, pits, dents or other imperfections, which would mar the appearance. Letters shall be given electo - chemical treatment (alumiliting) to provide essential corrosion resistance and weatherproofing. • All lettering shall be installed per "free setting wall mounting" spaced and accurately set in line both vertically and horizontally. Letters shall be "Modern Narrow Face" No. L -5 as manufactured by A. J. Bayer Co. or approved equal. Lettering shall read: "NEWPORT CENTER FIRE STATION" in five (5) inch letters and "DEPARTMENTAL HEADQUARTERS" in three (3) inch letters. a. Cast numbers shall be the same style as letters specified above. Contractor shall assume four (4) numbers for bidding to be determined at a later time. 10 -J 6. NAME PLAQUE: Natural cast aluminum - satin bright letter and contrasting etched sides. Plaque shall be electo - chemically treated (allumilited) to provide essential corrosion resistance and weatherproofing. Lettering shall be "Modern Narrow Face" as manufactured by A.J. Bayer Co. or approved equal. Plaque shall read as follows: IDENTIFYING DEVICES 10 -J Page 1 • 10 -J G. Name Plaque: (continued) CITY OF NEWPORT BEACH NEWPORT CENTER FIRE STATION Dedicated this Day of May, 1971 CITY COUNCIL E. F. HIRTH Mavor Howard Rogers, Mayor Pro Tem Lindsley Parsons Donald McInnis Harvey L. Hurlburt City Manager William P. Ficker, A.I.A. Architect Richard 0. Croul Carl J. Kymla Milan M. Dostal Genera) ontractor 10 -J 7. SHOP DRAWINGS AND BROCHURES shall be submitted to the • Architect, in accordance with the General Conditons, Paragraph 4.13 and Supplementary General Conditions, Paragraph l -B 11. 10 -J 8. INSTALLATION shall be in accordance with the latest printed instructions of the manufacturer and the detail drawings. a. Letters shall be attached firmly and in true alignment and spacing as shown, and as ap ^roved by the Architect. 10 -J 9. GUARANTEE: Furnish a written guarantee to the Owner, in accorTance with the General Conditons, Paragraph 4.5 and the Supplementary General Conditions, Paragraph I -B 8. and 1 -B 15,a., for a period of one (1) year from date of sub- stantial completion. IDENTIFYING DEVICES 10 -J Page 2 DIVISION 10 SVTMA L= • SECTION 10 -S T IT A- =S0RIES 10 -S 1. GENERAL: Requirements of Division 1 apply to work of this Sect— n. 10 -S 2. SCOPE: Provide toilet and shower accessories complete. 10 -S 3. WORK INCLUDED: Principal items of work include: a. Shower accessories. b. Toilet accessories. c. Janitor room accessories. d. Lavatory accessories. 10 -S 4. WORK NOT INCLUDED: a. Coat hook. b. Purse shelf. 10 -S 5. ITEMS AND MANUFACTURE: Locate where shown on drawings, as • specified or as directed. Fasten to metal partitions with plated through bolts; to drywall with metal grounds tapped to receive machine screws. Accessories shall be as manufactured by Bobrick, Parker or others as approved by Architect unless noted otherwise. a. Room 108: Robe Hooks - four (4) each B -219 b. Room 109: Toilet Paper Holder - one (1) each B -273 Robe Hooks - three (3) each B -211 Soap Dish (shower) - one (1) each B -439 C. Room 120: Toilet Paper Holder - one (1) each B -273 Soap Dispenser - one (1) each B -24 Towel Dispenser - one (1) each B -262 -C d. Room 122: Mop Holder - one (1) each B -213 e. Room 205: Mop Holder - One (1) each B -213 f. Room 208: Toilet Paper Holder - three (3) each B -273 Ash Tray - one (1) each B -246 g. Room 209: Robe Hooks - six (6) each B -211 • Soap Dish - three (3) each B -439 h. Room 210: Towel Rings - five (5) each Artistic Brass 05046 Satin Chrome TOILET ACCESSORIES 10 -S Page 1 0 0 10 -S 6. CLEAN -UP: Comply with Section 1 -E 10 -5 7. GUARANTEE: Furnish written guarantee to Owner in accordance with the General Conditions, Paragraph 4.5 and Supplementary General Conditions, Paragraph 1 -B 8 and 1 -B 15.a., for a period of one (1) year from date of substantial,completion. TOILET ACCESSORIES 10 -S Page 2 Y .a�br • • DIVISION_ 11 SECTION 11 -F KITCHEN EQUIPMENT 11 -F 1. GENERAL: Requirements of Division 1 apply to work of this Section 11 -F 2. SCOPE: Provide kitchen equipment as indicated and specified, complete. 11 -F 3. EQUIPMENT a. Refri erators: Free standing "Frigidaire" Model No. 4 6� -R with flush to wall kit (No. 6547664). Color shall be white. Two (2) required with right hinged doors. b. Dishwasher: Undercounter "Thermador" Rcyal Model TD71 with stainless steel front panels. C. Range: Free standing "Wolf" Challenger Model No. CHSS- 6 229 F.T. 34 with stub back double oven, stainless steel finish and stainless steel ends. 11 -F 4. COOPERATION: Furnish printed material, giving dimensions of spaces required for specified equipment, to Finish Car- pentry, Cabinets and Millwork Section. 11 -F S. DELIVERY AND INSTALLATION: Deliver to job and set in place. Damage to snecified equipment, or to work by others, resulting from the installation or other causes, shall be repaired or replaced to complete satisfaction of the Omer and at no cost to Owner. 11 -F 6 11 -F 7 CLEANING: Equipment shall be cleaned inside and out, connected with electrical outlet and made ready for use. GUARANTEE: Furnish written guarantees in accordance with Sne ciConditions for a period of one (1) year from final acceptance of the building by-the Owner. KITCHEN EQUIPMENT 11 -F Page 1 only DIVISION 12 R SECTION 12 -A CARPETING 12 -A 1, GENERAL: Requirements of Division 1 apply to work of thisSection. 12 -A 2. SCOPE: Provide carpeting as indicated and specified, complete. 12 -A 3. WORK INCLUDED: Principal items of work include: a. Carpeting. b, Padding. C. Tack strips and binding, edgings, d. Clean -up and disposal. e. Seam plan. 12 -A 4. WORK NOT INCLUDED: a. Resilient flooring. • b, Substrates. 1 • 12 -A 5. GENERAL REQUIREMENTS a. Samples: Submit in accordance with Section "Special Conditions ", duplicate samples of carpet and padding 27" x 18" in size, identified by brand name and manu- facturer, tack strip, and binding edge. Upon selection of color, furnish Architect with three 9" square samples of each carpeting in selected colors. b. Delivery: Deliver materials to each location of work, wit�� caroeting bearing register number tags attached and intact. c. Guarantee: Furnish a written guarantee, form as stipu- atT eT-in Section "Special Conditions" for a period of one year from date of acceptance. Condition guarantee to include restretchinq and triming of carpet as necessary during guarantee period at no cost to the Owner. CARPETING 12 -A Page l 12 -A 6. MATERIALS • a. Carpet shall meet or exceed following requirements: 1) Manufacturer: "Cabin Craft" as manufactured by West Point Pepperell, equivalent type by Mohawk, Magee, or approved equal. 0 2) Pattern: Spicepoint or Cimarron. Style Al -115 or Al -T-17 ufted, high loop. 3) Composition: Fiber 70% acrilian acrylic, 30% verel modacrylic, _yarn 1.80/2. 4) Backing: Four ounce poly -bag, secondary 8 ounce ,jute. 5) Construction pitch 1 /8" gauge, 8 stiches per inch, 10/ pi e .eight, 42 ounce pile weight per square yard. Latex 32 ounces per square yard. 6) Total weight per square yard 'U6 ounces. b. Padding: 100% all new clean animal hair, waffle top, woven to burlap reinforcement and treated with adhesive to prevent stretching, free from dye and treated for moth protection, minimum 50 ounce per square yard. • C. -Tack Strip: Standard- oroduct continuous metal strip type recommended by carpet manufacturer and approved, with wood fillers as required. d. Bindin Ed e: For covering exposed edges of carpet, vinyl binding bar as manufactured by Mercer Plastic Company. Color.selected by Architect, as approved. 12 -A 7. INSTALLATION: a. General: Prior to installation, clean floors of dirt and grit, repairing minor surface irregularities as required for a first -class installation. Install materials by skilled, experienced carpet layers over clean surfaces. Delay laving materials until all other work in, or immediately adjacent to work area has been completed. b. Padding: Lay smooth and even under entire area to be caroeted between carpet and tack strips, waffle side down, and secure in place with water proof adhesive recommended by manufacturer of padding. Apply adhesive to edges of padding. CARPETING 12 -A Page 2 12 -A 7. Installation: (continued) • c. Car___peting_: Lay smooth and even with tack strip at wa s, aand clamp down trim strip where carpeting abuts other flooring. Cut evenly along walls, around projections, and into trim shapes. fit closely and evenly to and through thresholds where carpet joins together in doorways. Selvage edge trim and hand sew seams and cross seams. Line up carpeting so all lines of carpet match as woven, width and length. Hook to pins of tack strip, properly stretched, resulting in a smooth and even installation free from tacks, scraps, ripples, scallops and puckers. Finish exposed edges with binding edges. 12 -A 8. CLEANING: Thoroughly clean carnet of all embedded dirt, usst or other foreign material and leave in perfect, unblemished condition prior to acceptance of building. Remove carpet damaged by required cleaning or soil and stains which cannot be removed and replaced with new material at Contractor's expense. 12 -A 9. PROTECTION: Restrict traffic over carpeted areas after installation. Provide protection to prevent soiling or damage to carpet. 12 -A 10. MAINTENANCE MANUALS: Furnish Architect with 3 printed copies • of manufacturer's recommendations for care, cleaning, and maintenance of carpeting. Upon, completion of installation, arrange for a representative of carpet manufacturer to instruct Owner in cleaning and maintenance of carpeting. CARPETING 12 -A Rag 3 DIVISION 15 MECHA C L • SECTION 15 -A PLUMBING 15 -A 1. GENERAL: Requirements of Division 1 apply to work of this s Section. 15 -A 2. SCOPE: The work includes all labor, materials, equipment and services required to complete all plumbing work shown and specified. 15 -A 3. WORK INCLUDED: In general, the work shall consist of, but not be liWted to, the following: a. Sanitary waste and vent systems, drainage system. b. Hot and cold water systems. c. Natural gas system. d. Plumbing fixtures. e. Connections to City utilities and meters. • f. Fuel dispensing systems. g. Air systems. 15 -A 4. RULES AND REGULATIONS: All work shall comply with all governing ordinances. Whenever the drawings or sDecifi- cations call for higher standards or larger sizes than those required by these ordinances, the drawing and specifications shall take precedence. Any conflict of requirements shall be called to the attention of the Architect who will issue instructions. 0 15 -A 5. PERMITS FEES, INSPECTIONS AND METERS: Permits, fees, inspec ions an meters shall e arranged and paid for by this Contractor. (See Division 1) 15 -A 6. EXAMINATION OF SITE: Contractor shall visit the site of the work and shall fully inform himself as to all existing conditions. No extras will be allowed for omissions or misunderstandings due to neglect of these requirements. 15 -A 7. MATERIALS: a. All materials shall be new, of the best quality, and in perfect condition, and materials for the same puspose shall be of the same make and quality. PLUMBING 15 -A Page 1 15 -A 7. Materials: (continued) • b. The Contractor .shalI promptly remove from the premises all materials condemned by the Architect, whether in- corporated in the work or not, and Contractor shall promptly replace the materials and re- execute his work in accordance with the Contract, without expense to the Onwer, and shall bear the expense of making good all work of other Contractors damaged by such removal or replacement. 15 -A 8, DRAWINGS: a. The drawings which constitute a part of this contract indicate the general arrangement of the piping, ducts, and the location of the apparatus. Should it be neces- sary to deviate from the arrangement indicated in order meet structural condition, such deviation shall be made without additional cost. b. The data given herein and on the drawings are as exact as could be secured, but their extreme accuracy is not guaranteed. The drawings and specifications are for the assistance and guidance of the Contractor and exact locations, distances and levels will be governed by the building, and the Contractor shall take his contract with this understanding. Exact locations are subject • to the Architect's approval. c. It is intended that apparatus be located symmetrically with architectural elements, notwithstanding the fact that locations indicated on drawings may be distorted for clearness in presentation. All work called for on drawings by notes shall be furnished and installed whether or not specifically mentioned in the specifica- tions. 0 d. Any errors or omissions found in the specifications and drawings, or any item specified for this job, and found to be unsatisfactory for a complete workable installation, shall be brought to the attention of the Architect by letter, prior to the submitting of bids, so that an addenda may be issued covering items in question. Failure to comply with these provisions shall nullify and end all claims for additional expense. 15 -A 9. RECORD DRAWINGS: The Contractor shall keep "as- built" . drawings as work progresses giving the exact location of piping, cleanouts, fixtures, etc., as installed. (Prints for this purpose may be obtained from the Architect.) Such drawings shall be acceptable to and approved by the Architect before final certificate of acceptance will be issued.. PLUMBING 15 -A Page 2 15 -A 10. EXCAVATION AND BACKFILLIN • a. Provide all excavation, shoring and backfilling necessary for the installation of the plumbing system, inside and outside of building. Trenches to run in straight lines, with bottom properly pitched to give support to pipe along its entire length. Provide recesses for bells in order that bell and spigot pipe shall be evenly supported along the pipe barrel and not on the bells. c. Backfill in uniform layers of 6" in thickness moisten and tamp with mechanical tamper. 15 -A 11. CUTTING AND PATCHING: Provide General Contractor with exact locations, sizes, etc, of openings, sleeves, etc., required which General Contractor will furnish. This Contractor shall pay all extra costs for holes as the result of incorrect, delaved or neglected locations. b. Holes Prohibited in structural members without written consent of the Architect, unless specifically shown on structural drawings. 15 -A 12. INSTALLATION: • a. All piping shall be installed parallel and /or perpendi- cular to structural elements. Pining shall be so graded and valved as to Provide for the complete drainage, control and service of the systems. No piping shall be installed so as to cause unusual noise with the flaw of water therein under normal conditions. b. Provisions shall be made for expansion and contraction of all piping as required and necessary whether specifi tally shown or not. Expansion .joints and the required guides therefore shall be so installed and located that the pipeline will be properly guided and anchored to force the ,joints to compensate for expansion and contraction. c. Number 18 gauge galvanized steel pipe sleeves shall be Provided and placed in correct position in forms before concrete is poured. Sleeve shall be at least 1/2 inch greater in diameter than pipe, with required allowance for insulation thickness. Sleeves in floors shall extend 1/2 inch above finish floor all around. Void between sleeve and pipe shall be packed as follows: 1) Where piping is run between floors in a required • fireproof shaft, packing shall be fiberglass and lead caulked. PLUMBING 15 -A Page 3 c. (continued) • 2) Where piping is run between floors outside of a required fireproof chase, and through walls of a fireproof shaft, packing shall be asbestos and lead, sealed watertight. 3) At penetrations through outside foundation walls where waterproofing is required, packing shall be fiberglass and lead, sealed watertight. Hangers, Mounts and Supports: 1) Equipment, fixtures, piping and accessories shall be individually mounted and /or hung from the structure, such as piping and shall not be supported by the ductwork. Approved hangers, mounts and supports shall be provided. Piping shall be supported at sufficiently close intervals to keep it in alignment, carry weight of pipe and contents, and prevent sagging. 2) Plumbers tape is not acceptable for any type of hanger or support. 3) All equipment and fixtures, floor and wall mounted, shall be securely bolted to the structure to prevent movement during seismic disturbances. • 4) Horizontal Piping: a) Cast iron pipe shall be supported at maximum 5 feet intervals. b) Pipe (IPS) shall be supported at approximately 10 feet intervals; and smaller, maximum 6 feet intervals. c) Copper tubing shall be supported at 6 foot intervals for sizes 1 -112 inch and smaller, and 10 foot intervals for sizes 2 inches and larger. 5) Vertical Piping: a) Cast iron pipe shall be supported at every story height and at its base. b) Pipe (IPS) shall be supported at not less than every story height; piping 1 inch and smaller maximum 6 foot intervals; sizes 1 -1/4 inches and larger maximum 10 foot intervals. Copper tubing shall be supported at each story for sizes 1 -1/2 inch and larger, and 6 feet intervals for sizes 1 -1/4 inch and smaller. 6) Pipe hangers and supports installed on insulated • piping shall be sized to permit installation of insul- ation through them and insulation shall be protected by insulation shield of size and weight required by the services. PLUMBING 15 -A Page 4 d. Hangers, Mounts and Supports: (continued) • 7) All uninsulated piping shall be provided with not less than 1(4 inch of soft sound - deadening material through the use of Trisolators, PR- Isolators, or double wrap of Kling felt around bare pipe at all points of suspension and supports. It is intended that bare piping shall be isolated from the struc- ture and at all points of contact, other than at suspension and support points specified. Provide two thicknesses of taped felt secured with #18 galvanized wire, or double wrap of Kling felt. e. Approved friction type wrenches shall be used in making up joints on all brass pipe. Marked or crushed pipe caused by wrenches, vices or machine chucks will be replaced at no expense. f. Ends of all threaded pipe shall be reamed out full size with long tapered reamer so as to be partially bell - mouthed and perfectly smooth. All threads of pipe shall be cut with new, clean dies, full thickness of die and so that no more than 2 threads are left exposed on pipe when joint is made up, with approved pipe dope on male fitting only. Copper tubing shall be cut true and filed smooth, and reamed to eliminate all burrs. • g. Connections of copper tubing and brass pipe to iron pipe or tanks, shall be made with Dresser #39 Isola- tors or Maloney insulating flanges. h. Floor, wall and ceiling plates shall be provided for all piping p.assing through walls, floors or ceilings. Plates shall be solid or split ring type, prime coated except where exposed in finished spaces they shall be chrome plated. Plates over pipe sleeves shall overhang the sleeve and shall be equipped with set screw. i. Interior of piping, apparatus and equipment shall be cleaned and all scale, sand and dirt removed before closing and shall remain closed until final connec- tions or extensions thereto are made. j. Equipment shall be provided with adequate protection when installed where damage may result by further con- struction, painting or plastering. If damage is in- curred during construction, all damaged equipment shall be repainted, repaired or replaced to match new construction. k. Pipe outside building, unless otherwise indicated, shall be installed with minimum cover of 18 inch under areas not subject to automobile or truck traffic and 24 inch • minimum cover where subject to traffic. PLUMBING 15 -A Page 5 15 -A 12. Installation: (continued) • 1. Underground piping and waste shall be run in common trench where practicable and where permitted by code. Sewer termination shall be brought to grade on full "Y" angle as per code requirements for cleanouts. Storm and sanitary waste piping shall be laid in trench to established line and grade. m. All vents shall be offset as necessary to miss beams and other structural members which shall not be cut, bored or notched. Vents shall be connected in attic spaces or walls where practicable so roof will be penetrated as few times as possible. 15 -A 13. IDENTIFICATION: Capped branches and cleanouts above grade shall have egible and durable brass tags securely fastened at termination designating service covered. Capped branches terminated below grade shall have an 8 inch x 8 inch x 4" concrete pad furnished at finished grade with brass tag embedded therein to designate service covered. 15 -A 14. FLASHINGS: a. Membrane and clamping ring shall be provided for floor drains and floor sinks where the concrete has water- proof membrane. i b. Piping passing through the roof shall be flashed with SEMCO No. 1100 -4, 4 lb. lead flashing with 8 inch skirt. 15 -A 15. SERVICE MANUALS: Provide the Architect three bound and indexed sets of specifications sheets or catalog cuts, complete parts list and maintenance instructions clearly marked as to exact piece of equipment furnished. Each set shall contain a list of suppliers of each piece of equipment. 15 -A 16. TESTS: a. Testing requirements of servicing utilities shall be included. b. Testing shall be conducted under the direction of the Architect. c. Piping: Each piping system shall be tested as specified Below in sections or upon completion of systems, or both. However, piping shall not be concealed until it has been tested, inspected and approved. Test time will be accured only while full test pressure is on system. Tightening of flange joints under pressure is permissible. It shall be the responsibility of the Contractor to remove, during test, anything on system that will not withstand pipe test pressure called for PLUMBING 15 -A Page 6 C. Piping: (continued) Fe-low, and replace on completion of testing. All • equipment damage resulting from negligence is the re- sponsibility of the Contractor. Special Note. Testing of systems such as natural gas, soil, wast�e and vent, which may be covered by local, state, or national codes, shall be tested as herein noted or in accordance with applicable codes, which- ever is the most rigid. 1) Sewer, sanitar vent storm water and condensate drain: 1 wit water to ighest overflow point for 4 hours. 2) Water Pi�Ding: Flush out system and test at 150 PSIG of r 4 hours. 3) Natural Gas Piping: Test pneumatically at 15 PSIG for two hours and check with soapsuds at each joint. 4) Com ressed Air: Hydrostatic or pneumatic to 225 PSIG or two ours. If hydrostatic, vent all high points to eliminate air pockets, and purge after test completion with dry nitrogen gas to eliminate all moisture. Pneumatic testing shall be done only with approval of local Building Department and State • Division of Industrial Safety. 5) Diesel, Gasoline and Waste Oil Tanks and Pi in Test y rostatica y or pneumatically at not ess than 5 PSIG and not more than 10 PSIG in accordance with NBFU Pamphlet WIG and regulations of local fire authorities. 15 -A 17. PROTECTIVE GUARDS: All exposed rotating parts such as shafts, coup ings, drives, etc., shall be covered with guards to comply with the California State Safety Order of Division of Industrial Accidents. 15 -A 18, SANITARY SEWER PIPING: a. Soil and waste piping below slab shall be service weight cast iron pipe and fittings, bell and snigot, soil type, factory coated in conformance with Commercial Standards, CS 188 -59, and extending to a point beyond the exterior building foundation as noted on the drawings. Joints shall be made up with packed oakum and pure soft, best quality lead. Piping may have joints made up with posi- tive -seal elast.omeric compression type gasket made of neoprene, with installation as recommended by the manufacturer. • b. Soil and waste piping above grade shall be no -hub cast iron pipe and fittings with joints made up with neoprene & stainless steel couplings. PLUMBING j 15 -A Page 7 15 -A 18. Sanitary Sewer Piping: (continued) • c. Soil and waste piping from 5 -ft. beyond building wall line shall be vitrified clay pipe and fittings in con- formance with ASTM C- 261 -59T and /or ASTM C- 278 -60T and the Clay Pipe Institute Specifications. d. Sanitary vent above grade shall be Sch. 40 galvanized steel pipe with screwed drainage fitting. e. Sanitary vent below qrade shall be as specified for sewer piping in paragraph a. Cleanouts: 1) Cleanouts shall be Smith as indicated or comparable models of Zurn, Josam or Wade. 2) U.P.C. pattern cleanouts shall be provided as required by code and in addition where indicated. 3) All cleanouts shall be made accessible. 4) Wall cleanouts shall be caulk furrule as required, code bronze countersunk plug, drilled and tapped with Terri shallow stainless steel wall plate and stainless steel countersunk bolt, or comparable Smith, Josam, Zurn; where piping is exposed plug shall • have raised hexagon head and no plate required. 5) Floor cleanouts shall be Smith 4023 -T, Josam Y- 310 -B, Zurn Z13248h, coated cast iron body and frame, nickel bronze non -slip scoriated round top and rim set flush with floor; grind and repolish all irregularities to assure smooth uninterrupted floor line; in areas hav- ing membrane waterproofing cleanouts shall have, in addition, flashing glange and approved membrane ex- tending 8 inches beyond the flashing flange. 6) Outside concrete surfaced walk areas cleanouts shall be Smith 4063, Josam YL -620F, Zurn Z1329, coated cast iron body and frame, nickel bronze rim and extra heavy duty nickel bronze non -slip scoriated round top set flush with floor; grind and repolish all irregularities to assure smooth uninterrupted line. 7) Unless otherwise detailed outside concrete and black top paved vehicle traffic areas and unpaved areas, cleanouts shall be Smith 4253, Josam Y2171F with and -600 cast -in concrete block 14" square by 6" deep set flush with finished grade. PLUMBING 15 -A Page 8 15 -A 19. DOMESTIC WATER PIPING: • a. Water piping shall be Type "L" hard drawn copper with fittings and joints soldered with 50 -50 solder and non - corrosive flux. b. Drop ear fittings shall be provided on all concealed pipe outlets. . 15 -A 20. NATURAL GAS PIPING: a. Schedule 40 black steel with black M.I. banded screwed fittings. b. Piping below grade shall be wrapped in accordance with Southern Counties Gas Company Standards for that area (Hunts Process #A -119). 15 -A 21. STORM WATER PIPING a. Above Grade: Schedule 40 galvanized steel pipe with galvanized banded M.I. screwed fittings. b. Below Grade: Transite Class 1500 with Ring -Tite fittings. C. Under Sidewalk Transition: Transite Type "L" adapter. • 15 -A 22, COMPRESSED AIR PIPING,: Schedule 40 black steel with M.I. banded screwed fittings. 15 -A 23. CONDENSATE DRAIN PIPING: DWV copper with DWV drainage type fittings. 15 -A 24. DIESEL, GASOLINE AND WASTE OIL PIPING,: a. General: Shall conform to NBFU, U.L. and all require- ments of local fire authorities. b. Piping shall be Schedule 40 galvanized steel conforming, to ASTM A -120 and USASI B- 36 -20, 1960, with 150# gal- vanized M.I. screwed banded fittings. All pipe joints must be assembled with U.L. listed pipe joint compound applied to male threads only. All changes in direction from horizontal to vertical shall be done with swing type joints fabricated from standard 90° ells and 90° street ells. Piping below grade shall be wrapped as specified for natural gas pining. 15 -A 25. INSULATION: a. All pining shall be pressure tested as in paragraph + "Tests" thoroughly cleaned and approved before the application of any insulation. PLUMBING 15 -A Page 9 15 -A 25. Insulation: (continued) • b. Insulation shall be Owens- Corning as specified or comparable material of Johns- Planville, Pittsburgh Plate Glass or Gustin- Bacon. All adhesives shall have no flash point wet or dry. 0 c. Domestic hot water, supply and return, shall be insulated as follows: 1) Fiberglas, 1 -in, nominal thickness, with factory applied, standard weight canvas jacket pasted smoothly over all longitudinal and circumferential joints. Jacket shall be sized for painting. 2) Valves and fittings shall be insulated with insu- lating cement of equal thickness and covered with standard weight canvas neatly pasted in place. Canvas ,jacket shall be sized for painting. 15 -A 26. VALVES AND SPECIALTIES: a. Valves shall be Crane as listed, or comparable models of Walworth, Lukenheimer, Nordstrom or Homestead. b. Gate Valves: Size 2 -1/2 in. and smaller - Crane No.438, a ronze non - rising stem, 125 lb, stem working pressure, screwed, malleable iron or aluminum handwheels. Crane No. 1320 all bronze non - rising stem, solder joints, malleable iron handwheel; makeup with 45 -5 tin antimony solder and non - corrosive flux. C. Check Valves: 1) Water, size 2 -in. and smaller - Combination Pump & Valve Company, catalog No. 36, all bronze construction, Miller Valve Co., or Williams - Hager. d. Partition Stop Valves: Crane No. 8 -3584, loose key, or comparable Dick Bros., or for 112 inch size - California Brass Mfg. Co. e. Unions: 1) Iron pipe, 2 -1/2 in. and smaller - Screwed pattern, bronze to steel seat, 250 lb. SWP. 2) Copper pipe, 2 -1/2 in. and smaller - All brass, NPT screwed pattern, brass ground joint, 250 lb. SWP. f. Service Boxes: Cast -iron adjustable style, with cast- iron n lid appropriately marked. PLUMBING 15 -A Page 10 15 -A 26. Valves and Specialties: (continued) • g. Pressure Relief Valves: ASME rated and bear the symbol with stainless steel trim, complete with test lever; valves sized for the full input capacity. 40 h. Shock Absorbers: Smith, Josam or Zurn, all stainless steel construction POI certified rated. Unit sizes to be based on Plumbing and Drainage Institute Standard PDI WH -201. Provide at each group of flush valve fixtures. i. Hose Bibbs: Chicago 998, 2 /4 -in. with integral vacuum re —ker, rough chrome or Sloan valve HV- 118 -A. j. Compressed Air Specialty Items: 1) Filter- Requlator: Shall be REGO #8878 MHG combination unit complete with drain and pressure gauge. Approved equal by Norgren or Wilkerson. 2) Quick- Connectors: Shall be Lincoln Model #63100 standard 1/4" ser es sockets. k. Natural Gas Service Cocks: Lubricated, 1/2 75# square head, tapered plug cock. Nordstrom figure 142. 1. Flues: Double wall "Type B" by Amerivent wi Americap. M. Diesel and Gasoline Specialty Items: 1) Shall be by Buckeye or OPW. 2) Safetv break -off valve at disoensers 10 -RU. 3) Storage Tank fill pipe: DPW #61 -T. 4) Storage Tank fill cap: DPW #62. Terminate DPW Model 5) Storage Tank fill fox: OPW 9" diameter #104. 6) Storage Tank vent fitting: OPW 423. 7) Waste Oil Tank drain fitting: OPW #116 with #104 manhole. 15 -A 27. FUEL DISPENSERS: U.L. listed complete with integral 1/4 HP explosion proof positive displacement rotary vane pump, bypass valve, strainer, check valve, 3/4" aluminum nozzle, 10 ft. long soft wall hose and oscillating piston type meter with integral strainer. Unit shall have heavy gauge steel housing with baked enamel finish and shall be lockable. Bennett "Fleet Jr." or equal by Bowser or Smith. PLUMBING 15 -A Page 11 �y 15 -A 28. FUEL TANKS: Shall be constructed, tested and installed in a'— ccorcl_ance with NBFU, U.L. and local fire authorities. • Tanks shall have lifting lugs and openings as shown on drawings. Tanks Shall have exterior surface sandblasted to bare metal, then coated with coal tar primer and finished with a coating of h'ot applied coal for enamel. 15 -A 29. AIR COMPRESSOR: Shall be vertical tank mounted unit with HP motor mounted on 60 -gal. ASME tank suitable for 150 PSI operating pressure, complete with belt drive, automatic pressure switch (Start - Stop), tank pressure gauge, relief valve, manual tank drain valve, belt guard, intake air filter - silencer and oil pressure shut -down switch. Westinghouse IAVCV -2 or equal by Lincoln or Devilbiss. 15 -A 30. HOT _WATER CIRCULATING PUMP. (CP -1): Shall be 1725 RPM in -line circulator. All pump parts in contact with water shall be bronze. Shaft shall be stainless steel bar stock. Pump shall have motor cradle and resilient motor mounts. PumD shall be designed fro 125 PSI working pressure and 220 degree F. continuous operatina temperature. Pump shall be Bell & Gossett, Thrush or Taco. 15 -A 31. HOT WATER HEATER. (WH -1 ): Shall be A..G.A, and N.S.F. approved. Tank shall be lined with high silica glass vitreous enamel and shall have bolted handhole cleanout. Tank shall have magnesium anode rods and heater shall be complete with automatic gas shut -off controls, ASME pressure relief valve, non - recycling energy cut off and 5 year warranty. Unit shall be Day and Night, Rheem or National as shown on drawings. 15 -A 32. STERILIZATION: Each unit of the domestic water supply and distribution system shall be sterilized with Chlorine gas or liquid hynochlorite before acceptance for operation. Work shall be done by an approved application laboratory, or under the direct supervision of the representative of an approved testing laboratory. Unless otherwise required by local ordinances, sterilization shall conform to the following: a. Materials: 1) Liquid Chlorine: U.S. Army Specification No. 4 -1. 2) M chlorite. 41 Liquid shall conform to Federal ti Specificaons 0 -8-4-a and Amendment 2, Grade D. b. Method: The amount of chlorine shall provide a dosage of not less than 40 parts per million. C. The chlorinatina materials shall be introduced into the lines and distribution system in a manner approved . by the City of Newport Beach, California. PLUMBING 15 -A Page 12 15 -A 32. Sterilization: (continued) • d. After a contact of not less than 24 hours, during which period the chlorine residual shall be maintained at not less than 50 parts per million, the systems shall be flushed out with clean water until 2.0 parts per million. 15 -A 33 • 15 -A 34 • e. Flush the entire system including hose bibbs, fixture outlets, dead ends, and other points where stagnant water tends to collect. f. All valves in lines being sterilized shall be opened and closed several times during the contact period. ACCESS BOXES AND COVERS: a. Provide and install access boxes where indicated on drawings and over all concealed valves, cleanouts, trap primers and any other concealed equipment which may require access for operation, maintenance or re- pair. In all cases, unless specifically specified otherwise, boxes shall be a minimum of 8" x 8" open- ing size. All wall access boxes shall be provided with Allen key latch and shall be set flush with finished wall or surface. All access covers shall have con- cealed hinges. Finishes shall be as follows: 1) Plaster, dry walls, and ceilings: Prime coat with Allen key lock. 2) Ceramic tile walls: Stainless steel with No. 4 finish, with Allen key lock. 3) Finished room floors: Extra heavy polished bronze non -skid top. 4) Unfinished room floors: Extra heavy plain bronze non -skid top. b. Yard Boxes: Provide and install yard boxes where indicated on drawings and over all exterior buried valves, cocks, cleanouts, etc. Lid shall have service cast in raised letters, i.e. "Gas Shut -Off ", or "Cleanout ". All boxes shall be concrete or cast iron All tops shall be set flush with finished surface. PLUMBING FIXTURES, FITTINGS AND EQUIPMENT: a. General: 1) Exposed metal parts shall be polished chrome plated, unless otherwise specified. All fixtures shall have individual shut -offs. PLUMBING 15 -A Page 13' a. General: (continued) • 2) All fixtures shall be anchored and set level with relation to walls and floor in a neat and workmanlike manner, using equal spacing. 3) All fixtures shall be covered and protected until completion. Fixtures shall be clean and all fittings shall be polished. 4) Fill all joints between plumbing fixtures and wall or floors or cabinets and Flexalon -E; non - hardening rubber caulking and sealing material as manufactured by Lee Potter and Company, Dow- Corning 780 Sealant, or Sonolastic, manufactured by Sonneborn Building Products Company. b. Fixtures shall be American - Standard, Crane, Kohler, or Fiat. C. Drainage fittings shall be J.R. Smith, Zurn, or Josam. d. Drinking fountains shall be Haws, Halsey - Taylor or General Electric. e. Garbage disposer shall be American - Standard, Waste King or Westinghouse. • 15 -A 35. SHOP DRAWINGS: Shall be submitted for all plumbing items in accordance with the General Conditions. 15 -A 36. GUARANTEE: Contractor shall furnish a written guarantee in accordance with the Supplementary General Conditions. PLUMBING 15 -A Page 14 DIVISION 15 M N SECTION 15 -6 HEATING, & R CONDITIONING 15 -B 1. GENERAL: Requirements of Division 1 apply to work of this Section. 15 -B 2. SCOPE: The work includes all labor, materials, equipment a-nff services required to complete all heating, ventilating and air conditioning work shown or specified. 15 -8 3. WORK INCLUDED: In general, the work shall consist of, but not be limited to, the following: a. Heating and air conditioning units as shown on the drawings, including starters, relays, controls, and low voltage wiring and connections. b. Complete ductwork with outlets, grills and registers, fire dampers and sleeves. C. Unit heaters. • d. Duct insulation, exposed and concealed. e. Vibration isolation and supports. f. Exhaust systems, fans, discharge ducts, grilles, etc. g. Testing and balancing. 15 -B 4. WORK NOT INCLUDED: a. Electrical Contractor shall furnish all line voltage wiring and conduit, low voltage conduit, disconnect switches and make all line voltage connections. b. Condensate drain and gas piping, including connections to eouipment. c. Combustion and outside air louvers. d. Painting. e. Concrete work except as otherwise specified. 15 -B 5. PULES AND REGULATIONS: All work shall comply with all governing ordinances. Whenever the drawings or specifi- cations call for higher standards or larger sizes than • those required by these ordinances, the drawings and specifications shall take precedence. Any conflict of requirements shall be called to the attention of the Architect, who will issue instructions. HEATING, VENTILATING., & AIR CONDITIONING 15 -,6 Page .1 . 15 -6 6. PERMITS, FEES AND INSPECTIONS: Permits, fees and inspections shall be arrange an pa or by this Contractor. • (See Division 1). 15 -B 7. EXAMINATION OF SITE: Contractor shall visit the site of the work and shall fully inform himself as to all existing conditions. No extras will be allowed for omissions or misunderstandings due to neglect of these requirements. 15 -B 8. MATERIALS: a. All materials shall be new, of the best quality, and in perfect condition, and materials for the same pur- pose shall be of the same make and quality. b. The Contractor shall promptly remove from the premises all materials condemned by the Architect, whether incor- porated in the work or not, and Contractor shall promptly replace the materials and re- execute his work in accordance with the Contract, without expense to the Owner, and shall bear the expense of making good all work of other contractors damaged by such removal or replacement. 15 -B 9. DRAWINGS: a. The drawings which constitute a part of this contract indicate the general arrangement of the piping, ducts • and the location of apparatus. Should it be necessary to deviate from the arrangement indicated in order to meet structural conditions, such deviation shall be made without expense to the Owner. The data given herein and on the drawings are as exact as could be secured, but their extreme accuracy is not auaranteed, The drawings and specifications are for the assistance and guidance of the Contractor and exact locations, distances and levels will be governed by the building, and the Contractor shall take his contract with this understanding. Exact locations are subject to the Architect's approval. c. It is intended that apparatus be located with architectural elements, notwithstan that locations indicated on drawings may for clearness in presentation. All work drawings by notes shall be furnished and Whether or not specifically mentioned in symmetrically ding the fact be distorted called for on installed the specifications. d. Any errors or omissions found in specifications and draw- ings, or any items specified for this job, and found to be unsatisfactory for a complete workable installation, shall be brought to the attention of the Architect by • letter, prior to the submitting of bids, so that an addenda may be issued covering items in question. Fail- ure to comply with these provisions shall nullify and end all claims for additional expense. HEATING, VENTILATING & AIR CONDITIONING 15 -B Page 2 15 -8 10. RECORD DRAWINGS: The Contractor shall keep "as- built" drawings as work progresses, giving the exact location • of concealed ducts and all work which is installed differently from the location or manner indicated by the drawings. (Prints for this purpose may be obtained from the Architect.) 15 -8 11. CUTTING AND PATCHING: a. Provide General Contractor with exact locations, sizes, etc., of openinas, sleeves, etc., required which General Contractor will furnish. This Contractor shall pay all extra costs for holes as the result of incorrect, delayed or neglected locations. b. Holes Drohibited in structural members without written consent of the Architect, unless specifically shown on structural drawings. 15 -B 12. SHEET METAL: Sheet metal shall include housings, duct work, dampers, equipment connections, plenums and acces- sories and shall conform to the following requirements: a. Materials: Sheet metal shall be fabricated of first quality copper bearing galvanized steel. All supports, access doors not part of ducts, reinforcing and damper rods shall be made of uncoated mild steel with one • coat of primer and one coat of aluminum paint. b. Construction: All bracing, supports, transverse joints an construction shall be in strict accordance with the latest edition of the SMACNA Air Conditioning Duct Manual. C. All dimensions shown on drawings are net inside duct dimensions. Cross metal dimensions must be increased on lined ducts by the lining thickness. d. Dampers: 1) Volume Dampers: Shall be 16 gauge galvanized steel with locking an indicating quadrants and frame. Bearing shall be provided for all types of dampers. (Ref. SMACNA pages 67, plate 28.) 2) General: Damper frames shall be rigid galvanized steel; Blades shall be formed of rigid steel and shall be fitted with extruded neoprene tips to pro- vide positive seal. Frames shall be fitted with hollow neoprene extrusions on all sides to provide seal for sides of blades. Blades shall be linked outside of air stream in a manner to prevent loose plan and backlash and shall be set in nylon bearings. Connec- tion for automatic operator shall be provided outside . the air stream. Blades shall be minimum 16 gauge steel. HEATING, VENTILATING & AIR CONDITIONING 15 -8 Page 3 d. Dampers: (continued) 3) Fire Daum er�s, Shall be approved by State Fire P1arshal -and Underwriter's Laboratory. Damper frame shall be rigid channel steel. Blades shall be minimum 16 gauge steel with bronze oil impregnated bearings. Dampers shall have closure spring, fusible link, stops and positive lock spring. Frame and blades shall be provided where required whether indicated on drawings or not. -Access doors shall be provided for all fire dampers. e. Elbows: All square elbows shall be provided with double w TTairfoil type turning vanes. Shop -made turns will be acceptable only after approval of shop drawings. Curved elbows shall have a throat radius equal to elbow width. (Ref. SMACNA page 51, plate 21) f. Flexible Duct Connections: Shall be qlass fabric neoprene coated with 3 wide, 24 gauge metal strip each side. Flexible material shall be waterproof, airtight and fire retardant. Flexible connectors shall be provided at all fan connections and shall be Duro -Dyne "Metal -Fab" or Venfabrics "Ventfab ". g. Access Doors: • 1) Material shall be galvanized sheet metal, no. 20 gauge, double skin, insulated with 1 inch duct liner set in no. 15 gauge galvanized frames. 2) Construction shall be as follows: a) Airtight, using felt strips, Ventlock Access Door Hardware no. 260, or equal. Doors 24 inch and larger shall 2 latches and 3 pairs of hinges. b) Practical dimensions for access dampers and for cleaning purposes, but not smaller than 14 by 16 inch, where duct permits. 15 -B 13. FILTERS AND GAGES: a. Filters shall be Roto -Aire RM1 Series 2 inches thick replaceable media filters mounted on a separate track within the unit. The filter case shall be constructed of 16 gauge steel with flush mitered and welded corners and equipped with 4 -in., 12 gauge mesh welded steel rod grid. All metal parts shall have gold microclad finish no. 344. Approved equal by AAF or Farr. b. Air filter qauges shall be provided as follows: • 1) Dwyer 2001 -AF, range 0 -1 inch water. HEATING, VENTILATING & AIR CONDITIONING 15 -5 Page 4 15 -B 13. Filters and Gauges: (continued) • c, Gauges shall be equipped with mounting panel, tubing and associated accessories for mounting in location as directed by Architect. 15 -E 14. GRILLES, REGISTERS AND DIFFUSERS: a. Grilles, registers and diffusers shall be Titus, Krueger or Anemostat- Controlair. b. Sidewall Supply: Titus #S -277 with prime coat finish. c. Supply Diffuser (Tile Ceilin ): Titus #TCSX Frame Style 3 with -75 OBD. Finish with baked white enamel. d. SUppl Diffuser (Plaster or Drywall Ceilin ): Titus tlT 5 Frame St_v e A wit A,- 5 0 D and baked white enamel finish. e. Sidevall return /exhaust or plaster /drywall ceiling return /exhaust: Titus #RL -251 with prime coat finish. f. Return /Exhaust (Tile Ceilin ): Titus NTCR Frame Style with baked white ename finish. • 15 -B 15. REFRIGERANT PIPIN!:: a. P_igin : Shall be Tyoe °L" hard drawn seamless copper tube suitable for .refriaeration services. b. Fittings: Shall be copper, solder joint, long radius type. C. Valves and Specialty Items: 1) Shut -Off Valves: Shall be packless, forged 'brass body, g o e type. 2) Charging Valves: Shall be packed angle type, non back -seat ngi , forged brass body with chained removable seal cap. 3) Strainers: Shall be Y- pattern type, forged brass wit--n-e7-Screen Cartridge. 4) Sight Flow Indicators: Shall be forged brass body double port, sea cap type. 5) Filter- Drier: Shall be corrosion resistant steel with flanged removable cover. Unit shall be designed for 500 PSIG working pressure. HEATING, VENTILATING & AIR CONDITIONING 15 -B Page 5 c. Valves and Specialty Items: (continued) • 6) Expansion Valves: Shall be straight -thru type with external supper heat adjustment, external equalizer, and 5 ft. remote bulb tubing length. 15 -8 16. REFRIGERANT SYSTEM TESTING: a. Remove all controls or items which could be damaged by test pressures. b. Chatge low side at 150 PSIG or as required by code and hiqh side at 300 PSIG or as required by code. Systems shall be charged with dry nitrogen gas. c. With system under pressure, tap all solder joints with a rubber mallet. d. Check all joints by brushing on a glycerine and soap solution and visually checking for leak bubbles. e. Bleed off nitrogen gas, repair all visual leaks and charge system with a small amount of R -22. The entire system shall then be checked with a halide leak detector. f. If any leaks are discovered, the system shall be evacuated and the leaks repaired. • g. When the system.has been found to be complete tight and free of leaks by the above methods, it shall be recharged with dry nitrogen, gas and allowed to stand for 24 hours. If after 24 hours there is a change in gage readings (discountinq ambient temperature changes), the testing procedure from Steps E through G shall be repeated. 15 -E 17. UNIT HEATERS: 0 a. Shall be size and capacity as shown on drawings. b. Heaters shall be self- contained, gas -fired propeller type suspended heaters. Units shall have adjustable horizontal and vertical louvers, E -3 stainless steel burners, electric (24V) gas valve pilot burner, 100% shut -off safety pilot, manual main and pilot shut -off cocks, hi- limit, automatic fan control, 120V/24V transformer and 1 -staoe thermostat with summer switch. Reznor XA series or equal by Day & Night or Janitrol. 15 -8 18. VIBRATION ISOLATION: AC -1 - Shall be mounted on spring vibration rails, as manufactured by M.W. Sausse' & Co., Korfund or Mason, and recommended by unit manufacturer. HEATING, VENTILATING & AIR CONDITIONING 15 -B Page 6 �.c�. _...'� .. i�:.,.a §.'S..v.. ,.:y. : ..u.� '•-_. •' "'� �aad`.aYue�Li bi. .v s _,- ;�:a"ei-ik"".� _. �•a..• +.�- �..�.i • l_J • 15 -B 19. EXHAUST FANS: a. General: Fans shall be furnished with self - aligning roonnze oil lubricated sleeve bearings. All belt driven units shall be provided with variable pitch driven sheaves. All-belt guards shall conform to the Calif- ornia State Industrial Safety Orders. All roof mounted units shall be provided with factory installed U.L. approved disconnect switch. Sizes as shown on drawings EF -1: Tradewind Model V -206 Ventilator, complete with filters and lights. c. EF -2: ExitAire Type FG -1510 with birdscreen. Color as selected by Architect. 15 -B 20. AUTOMATIC CONTROL: a. Complete automatic control indicated on drawing, The installed, calibrated and in automatic controls and their direct employ. system shall be provided as system will be furnished,' adjusted by a firm specializing having skilled technicians in Control diagrams shall be submitted for approval in accordance with section on Shop Drawings. These diagrams shall show all items of equipment with part numbers, range, adjustment, differential, proposed setting and sequence of operation. Upon completion of work, all devices shall be calibrated and final settings and adjustments shall be made upon actual operating conditions until system operation is satisfactory to Owner. A complete instruction manual covering the function and operation of all components shall be furnished and competent technician shall orally instruct Owner's personnel in operating the system. A. framed schematic control diagram under glass shall be furnished and hung in mechanical room. d. Control devices shall all be by a single manufacturer. Controls shall be Honeywell, Barber- Colman, or Johnson. 15 -B 21. AIR HANDLING UNIT: a. Unit Casing: Shall be constructed of the best quality steel properly reinforced and braced for maximum rigidity with steel anale framework as required. Casings shall be of sectionalized construction consisting of fan section, coil section and drip pan. Removable panels in fan and coil sections shall provide access to all internal Parts. One piece arc welded drain pan shall be provided under the complete coil sections and shall have drain connections on both sides. ._,�_.. ....,._.�z.,�.'• �C:L:iA »f..U�Gr�i: _:. "Yfri4iWr�iwaf HEATING, VENTILATING & AIR CONDITIONING, 15 -8 Page 7 15 -B 21. Air Handling Unit: (continued) b. Centrifu a_l�Fan: Shall be double width, double inlet, multi --bi ade forward curve type. Fan shafts shall not pass through their first critical speed as unit comes up to rated rpm. Unit shall gave grease lubricated, roller fan bearings externally mounted. C. Unit Insulation: All unit panels shall be insulated with inch anket fiberglass type insulation securely fastened to panels with approved adhesive covered with 26 gauge sheet metal. d. Coil: Shall be Type "F" having an equalizing type vertical distributor to insure that each coil circuit receives the same amount of refrigerant liquid. Coil shall be tested at 300 psig air pressure under water, completely dehydrated, pressure tested with refrigerant, and sealed with a holding charge of dry nitrogen at 10 psit. Coil shall be continuous aluminum plate tin and copper tube type. Coil shall be mounted in a galvanized, removable casing accessible for service with connections located as shown on drawings. e. Belt Guard: Shall meet standards of State of California Divvi of Industrial Safety. • f. Motor: Shall be located as shown on drawings. g. Unit shall be Carrier Model 39CO80 or equal by Trane or McQuay. 15 -B 22. AIR COOLED CONDENSING UNIT: Shall have a capacity as shown on drawings using 1-22. Tomi)ressor shall have provisions for capacity unloading to a minimum of 33% full load. Con - densor coil shall be circuited for subcooling. Condensing unit shall have axial flow vertical discharge fans. Unit shall guard in conformance with California State Industrial Safety Orders. Unit shall be provided with fan cycling low ambient controls that allow operation down to 350. Controls shall be factory wired and located in a weatherproof control panel. Panel shall contain HI -LOW pressure controller, low oil pressure control, compressor and fan motor overload devices and compressor gages. Unit shall have an integrally wired time delay device to prevent short- cycling. Entire unit shall be weatherproof and shall be provided with access panels. Unit shall be same manufacturer as air handler. Carrier Model 38ABO16 or equal by Trane or McQuay. 15 -8 23. TESTING, a. Testing shall be conducted under the direction of the Architect. HEATING, VENTILATING & AIR CONDITIONING 15 -B Page 8 15 -B 23. Testing: (continued) • b. The following testing procedures shall be followed: 1) Heating and Ventilating Systems: Balance, adjust and test atr moving equipment and air distribution and exhausting systems. All work shall be done under the direct supervision of a qualified Heating and Vent- ilating Engineer. All instruments shall be accurately calibrated and maintained in good working order. The tests shall be conducted in the presence of an authorized representative of the Architect. Air balancing and testing shall not begin until system has been completed and is in full working order. The Contractor shall put all systems and equipment into full operation and shall continue the operation of same during each working day of testing and 'balancing. 2) Air Systems: a) Test and adjust blower RPM to design requirements. b) Test and record motor full load amperes and nameplate amperes. c) Make pitot tube transverse of main supply ducts • and obtain design CFM at fans. d) Test and record system static pressure, suction and discharge. e) Test and adjust system for design recirculated air, CFM. E f) Test and adjust system for design CFM outside air. g) Test and adjust each diffuser, grille and register to within 5% of design requirements. h) Each orille diffuser and register shall be identi- fied as to location and area. i) Size, type and manufacture of diffusers, grilles and registers and all tested equipment shall be identified and listed. Manufacturer's ratings on all equipment shall be used to make required calculations. j) Readings and test of diffusers, grilles and registers shall include required FPM velocity, and test resultant velocity, required CFM and test resultant CFM after adjustments. HEATING, VENTILATING, & AIR CONDITIONING 15 -B Page 9 :: 2) Air Systems: (continued) • k) All diffusers, grilles and registers shall be adjusted to minimize drafts in all areas. 1) As a Dart of the work,' make all changes in the pulleys, belts and dampers or the addition of dampers required for correct balance. C. Upon completion of the testing and balancing, submit three (3) copies of the test data to the Architect for approval. 15 -B 24. GRAVITY VENTILATORS: Shall be by same manufacturer as EE -2 with color selected by Architect. Units shall be ExitAire Model CMG. 15 -8 25. DUCT FURNACES: a. Shall be AGA approved Reznor, Series XR or equal by Hastings or Janitrol. b. Units shall have E -3 stainless steel exchanger sections, 2 -stage gas valves, integral 120V/24V transformer, remote summer switch, 100% shut -off hi -limit and pilot safety controls. • 15 -B 26. INSULATION: a. Refrigerant Suction Line: Shall be insulated with Owens - Corning, Jo ns- Manville or Armstrong "Armaf1ex" 22, 1/2" thick flexible insulation. Insulation shall be applied in strict accordance with manufacturer's recommendations. Exterior insulation shall., be made waterproof with the application of Benjamin- Foster "Lagtone ". 0 b. Ductwork, where noted, shall be lined with 1" thick, density duct liner. Liner shall be fastened to interior of ducts and plenums with minimum 50% coverage of non - flammable adhesive. Use mechanical fasteners in duct work snaced on maximum 10" centers on top sections (when width exceeds 12 inches) and on sides (when width exceeds 24 inches). In plenums, use mechanical fasteners on all surfaces spaced on 12 -in. centers. Cap of fastener shall be coated with fire resistive lagging adhesive. Adhesive shall completely cover the sheet metal at each end section. Linear shall be Johns- fanville "Micro lite" with flame retardant plastic coating on air side. HEATING, VENTILATING & AIR CONDITIONING 15 -B Page 10 15 -B 26. Insulation: (continued) • C. Concealed Su pl Air Ductwork: Shall be insulated w t t is ensity wens- Corning Type III foil faced fiberglass duct wrap. Insulation shall be installed in strict accordance with manufacturer's recommendation. 0 0 Exposed Supply Ductwork Inside Equipment Rooms: Shall be insulated with Owens - Corning Tvoe 705 insulation board. Insulation shall be applied with 4" wide strips of 341 #EC -104. All surfaces shall be covered with 8 oz. canvas sized with A.rabol. 15 -B 27. SHOP DRAWINGS: Shall be submitted for all air conditioning items in accordance with the General Conditions. 15 -B 28. GUARANTEE: Contractor shall furnish a written guarar:tee in accordance with the Supplementary General Conditions, HEATING, VENTILATING & AI.R CONDITIONING 15 -B Page 11 dot -... ...._ ._.:€.:...�...eaa:A,.,. 0 0 0 DIVISION 16 E[ECTRICAL SECTION 16 -A ELECTRICAL 16 -A 1. GENERAL: Requirements of Division 1 apply to work of this Section. 16 -A 2. SCOPE: Provide electrical work complete and completely operable. 16 -A 3. WORK INCLUDED: Principal items of work include the fo ow.inq: a. Permits and code inspection fees. b. 120/208 three phase four wire power and lighting systems. c.. Electrical work required for mechanical systems. d. Record drawings. e. Installation of all electrical work. f. Exterior and parking lot lighting, including standards and flood lighting. g. Telephone conduit only system. h. Conduit wire and speaker baffles for communication system. i. Connection of all kitchen equipment. j. Diesel- Driven standby electric generating system. 16 -A 4. GENERAL REQUIREMENTS: a. Work and materials in full accordance with latest rules and regulations of California Administrative Cod: Title 24, Part 3, "Basic Electrical Regulations ", National Electrical Code and other applicable state laws and regulations. Nothing in plans or specifications shall be construed to permit work not conforming to the most stringent of codes. Should any changes be' necessary in drawings or specifications to make work comply with these requirements, Contractor shall notify the Engineer at once in writing and cease work on parts of contract which are affected. ELECTRICAL 16 -A Page 1 0 16 -A 4. General Requirements: (continued) b. Locations of Equipment: 1) Drawings indicated diagrammatically desired locations or arrangements of conduit runs, outlets, equipment, etc., and are to be followed as closely as possible. Proper judgement must be exercised in executing work so as to secure best possible installation in available space limitations or interference of structural condi- tions encountered. 2) Where outlets are placed in a wall, locate symmetri- cally with respect to each other and other features or finishes on wall. 3) In event changes in indicated locations or arrangements are necessary, due to developed conditions in building construction or rearrangement of furnishings or equip - ment, such changes made without extra cost, providing change is ordered before conduit runs, etc. and work directly connected to same is installed and no extra materials are required. 4) Lighting fixtures in mechanical spaces are shown in their approximate location only. Do not install light outlets or fixtures until mechanical piping and duct work is installed; then install lights in a location to provide best lighting. 5) Coordinate and cooperate in every way with other trades in order to avoid interference and assure a satisfactory job. C. Shop Drawings and Material Lists: 1) Submit 8 copies of shop drawings for approval within 35 days of award of contract. Shop drawin s, submitted in com lete bound groups of materia s i.e. a i tin fixtures or ali switch gear, etc.). Contractor to verI y dimensions of equipment and be satisfied as to fit prior rOM ure Trom aoove proceoure wiii result in re- submittal and e ays, Submittals which are intended to be reviewed as a substitution or departure from the contract documents must be specifically noted as such, or requirements of contract documents will prevail regardless of acceptance of the submittal. Where current limiting fuse devices are specified, submit technical data to indicate fuses adequately protect equipment. Submit shop drawings for electrical items except installation materials such as conduit fittings, outlet boxes, 600 volt conductors, wiring devices, etc. , ELECTRICAL 16 -A Page 2 C. Shop Drawings and Material Lists: (continued) • 2) Submit 6 copies of material list for approval within 35 days of award of the contract. Right is reserved to require submission of samples of any material whether or not particularly mentioned herein. d. Substitutions: Refer to General Conditions of Spe.cifi- cat s. Vebal requests for substitutions or inquiries during bid period will not be considered. e. Guarantee: Refer to General Conditions of Specifications Tor a period of one ( 1 ) year from date of substantial completion. f. Tests: 1) Upon completion of work and adjustment of equipment, systems tested under direction of Owner's inspector to demonstrate that equipment furnished and installed and /or connected under provision of these specifications functions electrically in manner required. Tests completed prior to final inspection of project. 2) Systems tested free from short circuits and grounds, free from mechanical and electrical defects, and show insulation resistance between phase conductors and • ground to be not less than requirement of National Electrical Code. Circuits, tested for proper neutral connections. • 3) Exterior adjustable lighting fixtures aimed after dark in presence of, and at a time convenient to the Architect. g. Record Drawings and Instruction Manuals: 1) Refer to Supplementary General Conditions for Record Drawings. Provide and maintain in good order in field office of Architect, a complete set of electrical contract prints. Changes to contract to be clearly recorded on this set of prints. At end of the project, Contractor shall transfer all changes to one set of transparancies to be delivered unfolded to Architect. 2) Underqround stub -outs and manholes, puliboxes, mon- uments, and vaults accurately located and dimensioned from building walls on record drawings. 3) Two copies of manufacturer's instruction manuals to be furnished to Owner for equipment on which service and periodic maintenance is required. ELECTRICAL 16 -A Page 3 :1....3_:iC1 .'w• �.3�%.a�'i�v�.u:u.,.. �,... .. ,......, � ,.,: � ��c ..j tira_art..s.. .i.:.wrrA „�a+n _: �.��tea 16 -A 4. General Requirements: (continued) • h. Cutts= ng_and Patching: Perform cutting and patching 6? construe on work which may be required for proper installation of electrical work. Patching shall be of same material, workmanship, and finish as, and accurately match'surrounding work to satisfaction of Architect. i. Grounding: 1) Make good contact at panel boxes, outlet boxes and junction boxes to conduit system. 2) Equipment including switchboards, transformers, conduit system, motors and other apparatus to be grounded by a conduit or conductor to ground. • 3) Underground service, feeder and equipment runs in nonmetallic conduits to contain a copper grounding conductor properly connected for electrical continuity. Grounding conductor of size required by regulations having jurisdiction and to be green insulation. j. Air Conditioning, Heating, Plumbinq Equipment Wiring: Provide electrical work both line and low voltage wiring, materials and control components required for proper operation of air conditioning, heating /ventilating and plumbing systems as indicated on electrical and mechanical drawings and specified herein. k. Tem H rary Electrical Service: Temporary services for construction purposes are t e responsibility of the Contractor, with no cost to be paid by the Owner. Refer to Section "Temporary Facilities ". 1. Permits: Take out all required permits and pay for permits, inspections and examinations without additional cost to the Owner. See Supplementary General Conditions. m. Electrical Service: 1) Electrical service and metering facilities shall conform to the requirements of the Southern California Edison Company. 2) Apply for service in the name of the Owner and pay for all service changes, as mentioned elsewhere in Specification. n. Telephone Distribution: Conform to requirements of Telephone mpany. ELECTRICAL 16 -A Page 4 16 -A 5. MATERIALS AND INSTALLATIONS: • a. General: 1) Materials and equipment herein specified new and delivered to job site in unbroken packages of same type and manufacturer and furnished in accordance with specifications of National Board of Fire Underwriters' and National Electrical Code and governing bodies having jurisdiction. Electrical materials and equipment to bear Underwriters Label of Dprova . 2) Provide trenching, concrete encasement of conduits backfilling and compaction for underground electrical work, in accordance with applicable sections of this specification. 3) Provide 20 gauge steel pipe sleeves for concrete to permit conduit to pass through, and having an inside diameter not less than 1" larger than outside diameter of passing conduit. Except as otherwise noted, cut sleeves as manufactured by "Adjus -To- Crete" or "Paramount Mfg." may be used. 4) Seal joint between flashing and pipe with water- proofing compound. • 5) Structural and miscellaneous steel used in connection with electrical work and located out -of -doors or in damp locations to be hot -dip galvanized unless otherwise specified. Included are underground pullbox covers and similar electrical items. Galvanizing average 2.0 ounce per square foot and conform to A.STM ,4123. b. Conduit: 1) Rigid conduit, unless otherwise noted, to be hot -dip galvanized, Sherardized, or zinc coated. Couplings, locknuts, bushings, etc. hot -dio galvanized or Sherardized. 2) Electrical metallic tubing, galvanized or Sherardized. Couplinqs and connectors, seamless steel construction and of watertight compression type equal to Thomas & Betts Company #5123 Series or Steel City TC715 Series, set screw type will not be accepted. 3) Flexible conduit, galvanized steel. Connectors "Jake" type. 4) Liquid -tight flexible conduit, sealtite type U.A. with Appleton Series "ST" connectors. 5) Non - metallic duct, Tyne I UL Labeled, fiber with . tapered sleeve joints and as manufactured by Orangeburg, or P.V.C. heavy wall, Schedule 40, with waterproof joints. ELECTRICAL 16 -A Page 5 16 -A 5. Materials and Installations: (continued) • c. Conduit Installation: 1) Sizes of conduits for various circuits as indicated on drawings and as required by code for size and number of conductors pulled therein. Open ends capped with approved manufactured conduit seals as soon as installed and kept capped untill ready to pull in conductors. Where running thread connections are necessary, only approved manufactured conduit unions used. No bends or offsets will be permitted unless absolutely nec- essary. Conduits concealed except as noted otherst:ise. 2) Rigid steel conduit used where placed in wails or combustible construction and where subject to mechanical injury (such as exposed conduit in mechanical or work rooms). Rigid steel conduit may be used where placed underground, in concrete, in brick or masonry walls. Rigid conduit shall not be installed in direct contact with earth. When installed under slabs on grade the con- duit shall be encased in a minimum of 3" concrete envelope. Conduits installed in wet or exposed locations in con- crete have threads filled with red lead. For short runs of conduits installed in ground and with Engineer's approval, conduits may be wrapped with Hunts Wrao Process No. 3 or "Half" lapped with polyvin.ylchloride tape equal to Scotch Wrap. Joints "double" wrapped. Tape, 10 Mil • thick. 0 3) Electrical metallic tubing up to and including 2" may only be used where exposed to view at least 8' above floor and not subject to mechanical damage. EMT may also be used in dry concealed locations such as above furred ceilings and in stud walls. 4) Flexible conduit may be used only in movable parti- tions, where indicated on drawings and in other locations due to structural conditions as permitted by code and with approval of Engineer and used for connections to recessed fixtures. Sealtite flexible conduit used for final connections to motors and in wet, damp or outdoor areas where drawings indicate the use of flexible conduit. 5) P.V.C. heavy wall, Schedule 40, conduit may be used where placed underground, in concrete, in brick or masonry construction. When installed under slabs on grade, conduits separated by a minimum of 3" between identical systems and 12" between power and signal or other system and encased in a minimum of 3" concrete envelope. Rigid steel conduit used for all bends and risers. ELECTRICAL 16 -A Page 6 c. Conduit Installation: (continued) • 6) Fiber or P.V.C. heavy wall, Schedule 40, may be used for underground installation of service panel and a ter- minal cabinet feeder conduits if all conduits are sepa- rated by a minimum of 3" between identical systems and 12" between power and signal or other systems and encased in a 3" minimum red mixed, concrete envelope. Rigid steel conduit shall be used for bends and risers in non- metallic duct runs. Concrete mix 1 cement, 2 -112 sand, 3 -1/2 gravel and uniformly taped into spaces between and under ducts. Cuts and ,joints made with special tools made for this use. Steel reinforcing rods installed in each corner of duct bank at 36" O.C. Rods and ties q2 steel. 7) Maximum size conduit (outside diameter) permitted in a concrete slab not greater than 1/4 the slab thickness. Refer to structural drawings for additional limitation. Structural drawings may impose additional restrictions as shown. 8) Conduits throughout work securely and rigidly sup- ported and fastened in place with Supports spaced not more than 10' apart, and with a support provided not more than 3' from any outlet or bend. 9) Conduit over metal channel, lath and plaster ceilings • securely tied to furring channels with #16 gauge galvan- ized wire ties spaced not over 4' apart. 10) Conduit placed against concrete above ground fastened to concrete with pipe straos or 1 -screw conduit clamps attached to concrete by means of expansion screw anchors and screws. 11) Conduits which are installed at this time and left empty for future use shall have a polyvinyl -rope left in place for future use. 12) Stubbed out conduits furnished with concrete monu- ments 6" x 6" x 15" deep burried flush with grade over capped ends. Face of monuments furnished with 3" square brass plates securely mounted and engraved with number and size of conduits. 13) Where conduits larger than 1 -112" are installed, support with pipe clamps either suspended from structure with a rod at least 3/8" diameter with adjustable end and pipe rings, or mounted on wall from Unistrut supports. Attachment inserts in concrete or "red heads" shields. Shooting into concrete acceptable if Architect, Union and local code authorities permit. Where 2 or more con- duits, 1 -112" or larger are suspended from structure use trapeze type hanger from rods. Contractor shall not use "caddy" clips for suspension of conduits. ELECTRICAL 16 -A Page 7 c. Conduit Installation: (continued) • 14) Branch circuit conduits turned up from floor into interior non- masonry partitions or to equipment not ad- jacent to exterior or masonry wall, terminate in flush egUN nq at floor and then extended into partition or to equipment. 15) Conduit exposed with floor at riqht angles or parallel to the walls or structure and utilize cast boxes. 16) Rigid or electrical metallic tubing not to be strapped or fastened to equipment subject to vibration or mounted on shock absorbing bases. Refer to paragraphs pertaining to vibration. 17) Insulating bushings of molded canvas bake -lite type, conduit containing #4 AWG wire or larger where entering pullboxes, junction boxes, cabinets and similar enclosures. 18) Expansion and deflection fittings shall be used where 2 rigidly supported conduits may move in relation to each other such as expansion or seismic joint crossings. Expansion fittings with bonding juniper. 19) From each panel which is flush mounted in a wall, stub from top of panel a minimum of 2 -3/4" conduits to the nearest ceiling space or other accessible locations and cap for future use. Conduit rising from floor for motor connection independently supported if over 24" above floor. Support shall not be to a motor or duct work which may transmit vibrations. 20) Bury underground conduit, except under buildings to a depth of not less than 24" below finish grade. 21) Re -route conduit where necessary to clear structural and mechanical obstructions. 22) Install long radious bends in underground service conduits and in other long underground runs in excess of 100 feet. d. Outlet Boxes: 1) Outlet boxes and covers to be pressed steel, knockout type or cast iron with drilled, tapped, and plugged holes, hot -dip galvanized or Sherardized. Boxes of proper code size for number of wires or conduits passing through or terminating therein, but in no case shall box be less than 4" square, unless specifically noted as smaller on drawings, or boxes at end of a run and con- taining a single device may be of the "Handy Box" type. ELECTRICAL 16 -A Page 8' ey '-ti.'`7S� d. Outlet Boxes: (continued) • 1) (continued) Covers for flush outlets finish flush with plaster or other finished surface. Approved factory made knock -out seals used in boxes where knock -outs are not intact. Boxes in concrete, a type which will allow the placing of conduit without displacing reinforcing bars. Out- let boxes used as pullboxes wherever possible, and junction boxes or pullboxes installed only as required by drawings or specifications, or as directed. Sectional boxes not used. a) Light outlet boxes equipped with fixture supporting device, as required by the unit to be installed. b) Telephone outlets a minimum of 4 11/16" square by 2 1/8" deep. c) Switch outlets - use solid gang boxes for 3 or more switches for mounting behind a common single plate. d) For outlets flush in exterior walls use weather- proof joints and connections. • e) For boxes in planters or surface mounted on exterior walls use cast metal type. f) Floor boxes 3 1/2" deep, installed with off -sets to avoid placing conduit below rebar, similar to Lew Electric #532 with combination 112" and 2 1/8" plug. Where noted, multiple gang units Provided, and equip- ped with barriers. Where outlet is specified inside box, use Lew #632 OFB with flush hinged cover. Drilled openings in boxes for conduit entrance, identical size as conduit entering. Seal unused hubs. Carpet rings installed where boxes are installed in car neted areas. Risers for telephone and other low potential outlets, R & S #30520. Where over 1" conduits are indicated entering floorboxes, use Levi #532 XD floorbox. 2) Outlet boxes accurately placed and securely fastened to structural members. Plaster rings set flush with finished surface of ceiling or wall. Outlet boxes in wood construction securely mounted on wood backing or on metal hangers fastened to wood construction. Nails through boxes to studs will not be accepted. Outlet boxes not containing a circuit device, not visible from any public space. Place boxes in storage rooms or above accessible ceilings. Boxes which must be • exposed to public view to be placed in a location approved by Architect unless specifically noted otherwise. ELECTRICAL 16 -A Page 9 16 -A 5. Materials and Installation: (continued) • e. Pullboxes: 1) Sized as indicated on drawings and in no case of less size or material thickness than required by governing code. Care exercised in locating under- ground pullboxes to avoid installation in drain water flow areas. `a) General purpose sheet steel pullboxes installed only in dry protected locations and have removable screw covers. Finish manufacturer's standard baked enamel. b) Weatherproof sheet steel nullboxes fabricated of code gauge hot -dip galvanized steel and gasketed weather tight cover of same material. Finish manu- facturer's standard baked exterior enamel. c) Cast metal pullboxes furnished with gasketed screw cover and necessary drilled and tapped conduit entries. Screws bronze or brass. d) Concrete pullboxes furnished complete with pull -in irons, traffic cover with frame and 4 galvanized cable racks wit�i norcella n blocks. Box set on a pea gravel • base 12" thick and as large as bottom dimensions of pulibox and have 8" sumo hole through bottom. Install a 3/4" x 10" copper clad ground metal parts. After cables have been pulled and inspected, seal box bet- ween cover and frame with a mastic compound similar to Permagum or Dukseal. Construction equal to pre- fabricated pullboxes as manufactured by Quickset or Brooks Products. Submit shop drawings for approval. Refer to drawings for size. f. Conductors: 1) Conductors copper #12 AWG minimum unless specifically noted otherwise on drawings. Solid conductors #10 AWG and smaller and stranded #3 AWG and larger. Type of wire as follows: a) Type TW, 600 volt, insulation used for #4 AWG and smaller. b) Type THW, 600 volt, insulation used for branch circuit conductors #4 AWG and smaller installed exterior to building below grade and in wet locations. c) Type THW -USE used for all panel feeders and. service conductors. ELECTRICAL 16 -A Page 10 f. Conductors: (continued) • d) Silicon insulated, 125 °C wire used for circuit conductors installed in fluorescent lighting fixture raceways, for conductors connected to secondary fluorescent or mercury vapor fixture ballast or other hot locations. e) The following color code for branch circuits: Neutral ...............White (Tape feeder neutrals with white tape near connectors) Ground . ..............green Phase A ...............Red Phase B ...............Black Phase C ...............Blue f) Feeders identified as to phase or leg in each panelboard with printed identifying tape. g) Panel feeders, conger or aluminum. Wire size shown on drawings, is for copper; if aluminum wire is proposed, increase wire and conduit size to ampere capacity of copper wire and voltage drop not to exceed that of copper. Provide feeder calculation sheet, 6 copies, if aluminum wire is proposed, showing feeder • number, length, size and voltage drop in percentage. g. Installation of Conductors: 1) Branch circuit and fixture ,joints for #10 A.WG and smaller wire made with U.L. approved connectors listed for 600 volts, approved for use with copper and /or aluminum wire. Connector to consist of a cone shaped, expandable coil spring insert, insulated with a nylon shell and 2 wings placed opposite to each other to serve as a built -in wrench. Shell molded 1 -piece as manufactured by "Scotchlok ". 2,) Branch circuit joints of #B AWG and larger, screw pressure lugs made of high strength structural aluminum alloy and U.L. approved for use with both copper and /or aluminum wire as manufactured by.T & B. 3) Splices insulated with a thickness of plastic splicinn tape, half lapped and at least the thickness of equivalent to Type "R" wire. Tapes fresh and of c,uality equal to Scotch. 4) Correspond each circuit to branch circuit number indicated on panel schedule shown on drawings except where departures are approved by Architect or Owner's • inspector. ELECTRICAL 16 -A Page 11 g. Installation of Conductors: (continued) 5) Wiring, including low voltage, installed in conduit. 6) Wirinq within panel enclosures to be neatly grouped and laced or Thomas R Betts "Ty Rap" spaced 3" apart and fanned out to terminals. h. Panelboards: 1) Panelboard cabinets to be flush or surface mounted, as noted on drawings, with bolt -on type breaker and sub -feed breakers as shown on panel schedules, hinged lockable doors, typewritten index card holders under plastic cover, copper bussing, and main lugs or main breakers as indicated on drawings. Branch circuit breakers to have individual provisions for padlocking in the "OFF" position. Panelboards to be keyed to operate from 1 key. Trim adjacent to branch breakers, permanent type plastic or metal numbers to identify circuit protected. Breakers as manufactured by Westinghouse, General Electric or Square D Company bolt -on type and minimum I.C. rating of 10,000 am- peres. Bussing, 225 ampere except where noted on drawings. • 2) as gr in be If panel is to be located in a public place such corridor, offices, etc., a factory prefinish, een pigmented, fast drying, zinc chromate iron oxide synthetic resin base. A finish coat of enamel will applied to match surrounding walls. 3) Lighting panels, 120/208 volt, three phase, four wire, S/N as indicated. Panels as manufactured by Westing- house, General Electric, Square D Company and Cutler - Hammer. 4) Where connectors, relays or time switches are indicated to be installed in panel, install under a separate hinged lockable door, Where a panel has more than 1 door, a barrier, and divider bar shall be installed between doors. Mount time switches, relays, etc. on "Lord" mounts, Cabinet completely soundproof. 5) Breakers 2 and 3 pole, common internal trip elements and 1 handle. i. Combination Main Switchboard and Distribution Sectio 1) Main switchboard, dead front, dead rear, floor standing construction 90" high by width and depth as shown on the drawings. Finish shall be ASA N49 or • #61 over a completed primer which shall follow a through cleaning of steel. ELECTRICAL 16 -A Page 12 :. .. .. _,' ..wXe....u.a. . n:. e# a�iffi. zae ''.�v..��.m�I�].�x_•rai"�'ai�; � ._ - ,��.:� .w. x.. ._. , i. Combination plain Switchboard and Distribution Section: continued 2) Each section shall consist of a sheet metal enclosure using not less than #12 gauge steel for structural plates, doors or panels supporting devices. Construction modular of formed steel, completely enclosed to form one integral unit. Vertical side gutter covers hinged with concealed hinges. All screws shall have slotted hex heads. All interior equipment mounted to switch- board framework. All breakers or switches, size as indicated on drawings, and rated for interrupting capacity indicated on drawings. Ass sections constructed in accordance with U.L. procedure and labeled as such where labeling service is applicable. Approved manu- facturers are Ceneral Electric, (A.V.)line or equal by Square D Company, Westinghouse and Cutler- Hammer. a) Pull Section b) Combination Section with sequence of metering an required by serving utility and shall contain: Main Breaker (2) Meter and Test Facilities (3) Current Transformer Space (4) Individual circuit breakers and /or switch • and fuse units as indicated, with load and interrupting rating shown on drawings. Breakers shall utilize a quick -make, quick -break ooeratinq mechanism and shall be bolt -on type. Protective devices mounted on a steel framework and removable from front either individually, without disturbing adjacent devices, or as a complete assembly. This assembly framework shall also support the vertical bus structure to which all line terminals of branch circuit devices are connected. Vertical bus shall be so arranged that it shall be fed off the main horizontal bus structure. All bus braced for a minimum of 50,000 amperes assymmetrical. Where space only is indicated for future protective devices, furnish all hardware and bussing attachments. Provide "Lock -Off" devices on all circuit breakers and fused switches. j. Light Fixtures: 1) General Requirements: a) Lightino fixtures shall have parts and fittings necessary to completely and properly install fixtures. b) Pendant stem- mountino_ fixtures supplied with swivel hangers. Suspended fixtures to swing in any direction a minimum of 20° gravity. Fixtures to have • special stem lengths to give mounting height indicated on drawings. Stem to be 1 -piece without coupling, ELECTRICAL 16 -A Page 13 1) General Requirements: (continued) • b) and to be finished same color as canopy, unless noted otherwise. Contractor shall check all locknuts and set screws to rigidly secure the socket to stem, and stem to outlet box. Fixtures to be plumb and vertical. c) Recessed fixtures where noted to have attached pullbox to have a 4" pullbox permanently attached to plaster ring so that it is accessible when the fixture is removed. Fixture to bear Underwriters' or L.A. City label of approval for wattage indicated. Connec- tion between fixture and pullbox to have flexible conduit and 2 #14 AWO "AF" wires. Flexible conduit to be sufficient length so that when fixture is dropped pullbox is readily accessible. d) Fluorescent fixtures to be equipped with ETL approved C.B.M. certified high power factor ballasts with lowest sound rating available. Flourescent and slimline fixtures shall be designed to accommodate 1­12, 430 m.a. lamos extent where specified otherwise. Ballasts to have Class "P" protection except as noted. Ballasts for 24" lamps, trigger start type. e) Ballasts which are ,judged by Architect to be excessively noisy to be removed and replaced. • f) Fixture types as indicated on drawings. However, if type of any fixture is inadvertently omitted, bid to be based on cost of fixtures specified in other similar areas. g) Where acrylic plastic is specified, use 100% virgin acrylic plastic equal to Tohm and Haas "Plexiglass ". h) If Electrical Contractor wants to substitute any light fixtures with type specified, he shall obtain sample fixture complete with lamps and plug -in cord from manufacturer specified and also from manufacturer of proposed substitution and personally demonstrate lighted units to Engineer. Do not delegate this demonstration to vendors. Fixtures of same type shall be of same manufacturer. Decision of Engineer regarding acceptability of any fixture shall be final. k. Lamps: Lamps to be new, furnished with each fixture of wattage and type as indicated, and as manufactured by general Electric, Westinghouse or Sylvaniz. Receptacles: • 1) Receptacles as specified or approved equal, brown or ivory as determined by the Architect. ELECTRICAL 16 -A Page 14 1. Receptacl • 2) Duplex grounding 3) Single grounding es: (continued) 15 ampere convenience outlets, 120 volt type. Hubbell 5252. 15 ampere convenience outlet, 120 volt type. Hubbell 5251. 4) Receptacles indicated as weatherproof. Hubbell 5205 Weatherproof cover plate with 5252 receptacle. 5) Special outlets as indicated on drawings. m. Switches: 1) Circuit switches to be brown or ivory as determined by Architect. Switch ratings in accordance with following tables of loads: WATTS RATING 0 -1800 W (120 V) 20 amps. 0-4500 W (277 V) 20 amps. Specification grade of following manufacturers are approved: Sierra, Hubbell, General Electric, Bryant, Leviton ( #5540 Series), H & H and Slater #700 Series. • 2) Safety switches, horsepower rated, externally operated quick -make and quick- break, lockable type and fusible or non - fusible as indicated. A maximum voltage, current, and horsepower rating clearly marked on switch is in closed position. Switches having a dual rating when used with dual element fuses shall have rating indicated on metal elate. 3) Time switches for direct control of lighting as indicated on drawings. 0 4) Magnetic relays and contactors for control of lighting, where indicated on drawinos, ASCO Bulletin #1054. Other relays controlling lighting circuits ASCO Bulletin #1255 -166. Provide engraved nameplate on all relays, indicating relav designation indicated on drawings. Relays for control of mechanical equipment shall be ASCO Bulletin #1054 or #1055 where required by load being controlled. ELECTRICAL 16 -A Page 15 16 -A 5. Materials and Installation: (continued) n. Plates: 1) Plates supplied for every local switch, receptacle, telephone outlet, .040" satin finish stainless steel Sierra S Line. a) Switch plates furnished with engraved or etched desiqnations under any one of the following conditions: (1) 4 or more under common single plate. (2) Lock Switches. (3) Pilot Switches (4) Switches at which the equipment or circuit controlled cannot readily be seen at the switch location. (5) Where so indicated on the drawings. (6) Switches controlling mechanical and/or plumbing equipment. (7) Relay Control Switches. • 2) Plates to be equiDDed with close fitting openings for the exact device to be used and plain with no design whatever. Plates for telephone outlets to be equipped with bushed openings. 3') All other plates to be plastic type, smooth, color as selected by Architect. o. (uietness of Operation: Before work will be accepted as complete, quietness of operation, to a degree satisfactory to Architect, attained for apparatus, equipment, fixtures, etc. included under electrical work. Provide isolation and vibration protection required. p. Motor Starters: 1) General: Motor starters shall be of the size and type aesianed for the service to be performed and shall conform to all applicable requirements of NEMA and the National Electric Code. All starters shall contain the accessories necessary for operation as specified herein and as called for on the drawings. All starters shall be horseoower rated, with inter- changeable thermal overloads in each hot leg. Starter • shall be manufally reset without entering the starter enclosure, and shall be equal to Westinghouse, Allen - Bradley, Square D Company.and General Electric. ELECTRICAL 16 -A Page 16 E E 0 p. Motor Starters: (continued) 1) General: (continued) Whether -shown on control diagrams or not, are controlled by external devices (i.e. relays, float or pressure switches, etc.) with other motors, each motor starter with HAND -OF -AUTO selector switch in All other starters shall be equipped nushbotton station in starter cover. shall be equipped with running pilot with push, -to -test feature. where motors thermostats, or interlocked shall be equipped starter cover. with a start -stop All starters li' Tt indication 2) Manual Starters: Manual motor starters, both single and three phase, shall open all ungrounded conductors simultaneously. Single phase starters shall be the tumbler switch type which shall clearly indicate the "ON" "OFF" and "TRIPPED" positions. Three phase starters shall be pushbutton operated with "START ", "STOP- RESET" buttons on the enclosure cover. 3) Magnetic Starters: Magnetic motor starters shall have operating coils designed to operate on line voltage or any other auxiliary voltage that is indicated on the drawings. Starters with line voltage operating coils shall have built -in undervoltage release. All starters shall have the accessories and auxiliary con- tacts necessary for automatic or remote operation as indicated on the drawings. 4) Combination Starters: Combination motor starters shall conform to all the requirements for magnetic starters, and in addition shall have a circuit breaker in the same enclosure. Circuit protection shall con- form to the National Electric Code requirements for the motor operated. 16 -A 6. GENERATING SYSTEM: a. 30KW Diesel- Driven Standby Electric Generating System: 1) General: The installation of a standby electric generating system shall include an Onan 30DEH series electric plant rated for standby service at 30 -KW, 37.5 -KVA at 0.8 nower factor 120/208V -30-4W at 60- cycles. The system shall be a package of new and current equipment consisting of: a) A Diesel engine- driven electric plant to provide emergency electric power. b) Start -stop control system mounted on the electric plant. c) An automatic load transfer control to provide automatic starting and stopping of the plant and switching of the load. ELECTRICAL 16 -A Rage 17 1) General: (continued) d) Mounted accessories as specified. This system shall be built, tested and shipped by the manufacturer of the alternator so there is one source of supply and responsibility. The performance of the electric plant series shall be certified by an inde- pendent testing laboratory as to the plant's full Power rating, stability and voltage and frequency regulation. 2) Engine: The engine shall be Diesel - fueled, four - cycle, watercooled with mounted radiator, fan and water pump. It shall have four- cyclinders and a minimum displacement of 242 cubic inches and minimum rating of 63 -bhp at its operating speed of 1800 -rpm. Intake and free -turn exhaust valves shall be heat resisting alloy steel with high tunqsten- chrome alloy steel exhaust valve seat inserts. Full pressure lubrication shall be supplied b;, a gear oil pump. The engine shall have an oil filter with replaceable element and a fuel transfer Dump. Engine speed shall be governed by a mechanical governor to maintain alternator frequency within 5% from no load to full -load alternator output. The engine shall have a 12 -volt, DC, battery charging alternator with transistorized voltage regulator. Startino_ shall be by a 12 -volt, solenoid shift electric • starter. 3) Engine Instruments: The engine instrument panel shall captain an of pressure gauge, water temperature gauge, and battery charge rate ammeter. 4) Engine Controls: The electric plant shall contain a complete enaine start control which operates on closing contact and stop control which operates opening contact. A cranking limiter shall be provided to open the starting circuit in approximately 45 seconds if the plant is not started within that time. The electric plant controls shall also include a 3- position selector switch with the following positions: RUN - STOP- REriOVE. High water temperature, low oil pressure and overspeed shutdown with signal light and alarm terminal shall be provided. 5) Alternator: The alternator shall be a 4 -pole revolving fie t1T ,yoe with static exciter and magnetic amplifier voltage regulator. No commutator or commutator brushes shall be allowed. The stator shall be directly connected to the engine flywheet housing and the rotor shall be drive -n through a semi - flexible driving flange to insure permanent alignment. ELECTRICAL 16 -A Page .18 • �: --s.• F +.'..:.:, s,- ..,_.�= ..�4'k�.'k.,. y..�- . "M..az". `.m6...- ,.t.s� --`^'� � _ - ��3zb.0 --.-�— y- a= ..- �•>,..,a .n¢-i . ,.. 30 -KW Diesel- Driven Standby Electric Generating System! continued • 6) Unit Performance: Frequency regulation shall not exceed 3-cycles from no load to rated load. Voltage regulation shall be within plus or minus 2% of rated voltage, from no -load to full -load. The instantaneous voltage dip shall be less than 13% of rated voltage when full -load and rated power factor is applied to the alternator. Recovery to stable operation shall occur within five seconds. Stable or steady -state operation is defined as operation with terminal voltage remaining constant within plus or minus 1% of rated voltage., A rheostat shall provide a minimum of plus or minus 5% voltage adjustment from rated value. Tempera- ture rise shall be within rating as defined by NEMA MG1- 22.40. 7) Alternator Instrument Panel: The alternator instru- ment panel shall e wired, tested and shock mounted on the electric plant by the manufacturer of the alternator. It shall contain manual reset overload protection, running time meter, P.0 voltmeter, voltage adjusting rheostat, AC ammeter (with phase selector switch for 3 -phase plants), panel lights. 8) Electric Plant ;Iountin : The electric plant shall be ru er cus lone an mounted on a welded steel base • which shall provide suitable mounting to any level surface. 9) Housing: The complete electric olant shall be enclosed within a weather protective sheet metal housing. Removable side panels and a hinged meter panel door shall be provided. 10) Accessories: All accessories needed for the proper operation of the plant shall be furnished. These shall include a muffler, flexible exhaust connection, starting batteries, battery cables, battery rack, fuel tank and lines, engine drive fuel pump properly sized to transfer fuel from underground storage tank to day tank located in base of generator. Day tank to be provided with overflow line connection for circulation or diesel fuel, underground storage tank furnished and installed under plumbing section. Provide detailed operation and maintenance manuals with parts list. 11) Automatic Transfer Switch: The automatic transfer. switch shall be the mec anically held electrically operated type rated for continuous duty in an unventi- lated sheet metal enclosure. The switch shall be double throw having electrically operated normal - emergency • positions inherently 'interlocked mechanically and with main contacts mechanically attached to a common shaft. ELECTRICAL 16 -A Page 19 KIM 17) Automatic Transfer Switch: (continued) A manual operator %ha 1 be provided. All main contacts • shall be double break, silver alloy wiping- action type. They shall be protegted by arcing contacts in sizes above 40 amperes. Main contacts shall transfer in 1 /20th of a second or less. All switch and relay con - tacts, coils, springs, and control, elements shall be removable from the.front of the transfer switch without removal of the switch panels from the enclosure and without disconnection of drive linkages of power con- ductors. Sensing and control reloys shall be continuous duty industrial control type with minimum contact rating of 10 amperes. Switches shall be the approved equal of Asco Bulletin #940312546C 1. • ELECTRICAL 16 -A Page 20 1 �.� S -..d �., fC.4.P.4'feii:e3:a..�Y.d a.�3:t� >._��as:. _a•.^ CITY CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER TO: MAYOR AND CITY COUNCIL February 9, 1970 Agenda No. F -1 FROM: City Manager SUBJECT: ARCHITECTURAL SERVICES AGREEMENT WITH WILLIAM P. PICKER, A.I.A., FOR DESIGN OF THE NEWPORT CENTER FIRE STATION t• IV gllmyzg j S ''- It is recommended that the Council adopt a resolution authorizing execution of an agreement between the City and William P. Picker, A.I.A., for architectural services in connection with the proposed Newport Center Fire Station. DISCUSSION: At the January 19, 1970, meeting of the City Council the staff was directed to prepare an agreement with William P. Picker for the design of the Newport Center Headquarters Fire Station. The standard A.I.A. agreement has been modified in accordance with the terms for the agreement discussed with the City Council at the January 19 meeting, and is satisfactory to both William P. Picker and the staff. The fire station site purchase agreement between the City and The Irvine Company is still undergoing some minor refinements. However, as it is anticipated that a purchase agreement will be ready for execution within thirty days, the minor discrepancies to be resolved are not significant enough to warrant a delay in the execution of the architectural services agreement. Moving ahead with the agreement to design the fire station at this time will enable the staff to begin to further define the scope of the project with the architect. Execution of the architectural services agreement is therefore recommended at this time. HLH:JPD:sr i J ' HARVEY L. HURLBURT IV PURCHASE ORDER MY OF NEWPORT BEAt;k 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 42660 PHONE: (714) 673.2110 VENDOR P. Picker Suite 875 -550 Newport Center Drive Siewport Beach, Calif. 92660 SHIP Trl 'J J. No. 3 717 INVOICE IN DUPLICATE TNIS OWN N "11094 MOST AR►9AR OR ALL IN"MRS, S000- ft NOTICKS, SILLS 01 LAO• INe, ex►RRSS 1110MIFTS AIM OA tM9*. O9k"WRT TR1[RTS Plitt t0. CLUOK OMIT 0"199. _. DATE July 8. 1970 DEPARTMENT City Council QUANTITY DESCRIPTION OF A 1tTICLE$ OR SERVICES REQUIRED UNIT PRICE TOTAL Architect's Fee for Fire Station Located on Sang Barbara 10460.81 Drive Easterly of Jamboree Road As Per Agreement Revised Estimate per Letter Dated June 25, 1970 91,Z of $311,167.00 • 29,560.87 Less Payment 4116/70 - 950.00 Less Payment 5/14/70 - 3,694.60 Less Payment 7/1/70 - 30;918.60 Balance Due 13,997.67 Balance on P03069 - 3.436.80 Addition per Revised Estimate 10,560.87 FOR CITY USE ONLY IMPORTANT CITY OF NEWPORT BEACH COOK AMOUNT 27- 2397 -02 10, 560.37 Show as a separate Item any retail soles tax, use tax or Federal tax applicable to this purchase. This order subject to California sales tax. _ D. W. MEANS All allowable transportatlas char4es must be prepaid and shown as a *operate item on the inToloe. no set PURCHASING AGENT inolude r*deral transportation tax. DEPARTMENT COPY j CO Y a OF 3VITPO a 1 BEACH 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92660 PHONE: (714) 673.2110 VENDOR 5cu (;.,„Port Center Drive,, Slate W075 cr.�ort caUi, Calif. 92060 Li_St3dl tp'0> >0(�"! 'b- S- I. INVOICE lil OUPLICAT "E THIS ORDER 9101,10111 MIIDT APPEAR OR ALL PIYOICCS, SNIP• PIRO NOTICES, •ILLS OF LAD- ING. EYPHESS RCCEIPTS AM PACRASES. DELIVERY TICKETS SHALL IF CLUCK OMIT PRICS. DATE ;tar. 24. 1970 DEPARTMENT City COUnCil DUAN TITY DESCRIPTION OF ARTICLES OR SERVICES REQUIRED UNIT PRICE TOTAL ' c%itcc:t's -Fee for Fire Station located on Santa Barbara ;give easterly of Ja;-,, ree Road. As per agreer:ent 19,000.00 • %stil atcli - 911Z, or 200,000.00 i j FOR CITY USE ONLY I M P O R T A N T CITY OF NEWPORT BEACH CODE AMOUNT -217 -021 19,000.00 s Show as o separate item any retail sales tax, use tax or Federal lax applicable to this purchase. ' This order subject to California sales tax. D. W. MEANS All allowable tranoportation charges must be prepaid and shown as a separate item on the inrolee. Do rot PURCHADINO AGENT include Federal transportation tax. DEPARTMENT COPY i 0 1 0 1. DATE April 16, 1970 TO: FINANCE DIRECTOR FROM: City Clerk SUBJECT: Contract No. C-1266 E -1 Description of Contract Pr *itectira]. services for fins station 0 Santa Barbara LYlve easterly or Authorized by Resolution No. 7136 , adopted on Effective date of Contract 2 -10 -70 2 -9 -70 Contract with William P. ricker, A.I.A. Address 550 NewrAw t Center ]hive, Skits 675 Newport Peach, CA 92660 Fmount of Contract POPQ,,,._„_ bMLB _ POSe 2 Of QMtr8Ct mmmmmm I / CONSULTANT STRUCTURA John A. Iartin & Associates 17781 Sky Park Circle Irvine, California PLUMBING & MECHANICAL Baum and Associates 1622 East 17th Street Santa Ana, California ELECTRICAL Fredrick Brown .Associates 3848 Campus Drive, Suite 212 Newport Beach, California • 413 SPECIFICATIONS For CONSTRUCTION OF: NEWPORT CENTER. FIRE STATION Newport Cen ter Newport Beach, California For CITY OF NEWPORT BEACH 3300 West Newport Boulevard Newport Beach, California N;M f%LUX�r/,001K /N BACK OP 5PEG5 Architect naineer Job No. 700101 Date- September 1, 1570 550 NEWPORT CENTER DR. NEWPORT BEACH, CA416OANIA - TABLE OF CONTENTS BIDDING REQUIREMENTS Notice Invitinr, Bids 1 - 2 Instructions to Bidders 1 Orly Proposal 1 - 2 Designation of Sub - Contractors 1 only Bidders Bond 1 only Labor and Material Bond 1 -- 2 Performance Bond 1 - 2 !en - Collusion Affidavit 1 - 2 Technical References 1 only Cnntract 1 - 2 DIVISION 1 GENERAL RE5UIREh1ENTS Section i -A general Conditions 1 only Section 1 -B Supolementary General Conditions 1 - 12 Section 1 -C Snecial Conditions 1 - 4 Section 1 -D Temporary Facilities 1 - 2 Section 1 -E Clean -Up and Disposal 1 - 2 DIVISION 2 SITE WORK • Section 2 -A Earthwork 1 - 5 Section 2 -H Asphalt Concrete Paving 1 - 4 DIVISION 3 CONCRETE Section 3 -A Concrete Formwork Section 3 -B Reinforcing 1 - 3 Section 3 -C Concrete 1 - 12 Section 3- Precast Prestressed Concrete 1 - 4 DIVISI011 4 i "ASONRY Not Renuired. DIVISION 5 'METALS: STRUCTURAL AND MISCELLANEOUS Section 5 -D `Miscellaneous Metal 1 - 3 Section 5 -E Ornamental Metal 1 - 3 DIVISION 6 CARPENTRY I Section 6 -A Rough Caroentry 1 - 5 Section 6 -8 Finish Carpentry, Calinets and '4illwork 1 - 3 i I TABLE OF CONTENTS Page 1 of 3 DIVISION 7 MOISTURE PROTECTION Section 7 -C Insulation 1 - 2 Section 7 -F Membrane Roofing 1 - 3 Section 7 -q Sheet Metal 1 - 2 Section 7 -3 Roof Accessories 1 only Section 7 -K Caulkinq and Sealing DIVISION 8 DOORS, WINDOWS AND GLASS Section 8 -A HolIovi "fetal Doors and Frames 1 - 2 Section 8 -B Wood Doors 1 - 3 Section 8 -C Glass and Glazing 1 - 2 Section 8 -0 Aluminum Windows & Storefront 1 - 4 Section 8 -F Finish Hardware 1 - 8 Section 8 -r Overhead Doors DIVISION 9 FINISHES Section 9 -3 Drywall 1 - 3 Section 9 -C Ceramic Tile 1 - 3 Section 9 -F Acoustical Ceilings I - 3 Section n -H Resilient Flooring 1 - 3 Section 9 -L Painting I - 7 DIVISION 10 SPECIALTIES Section 10 -A Miscellaneous i - 2 • Section 10 -C Toilet Compartments 1 only Section 10 -J Identifying Devices 1 - 2 Section i0 -:, Toilet Accessories 1 - 2 DIVISION 11 EOU1PMENT Section it -F Kitchen Equipment I only DIVISION 12 FURNISHINGS Section 12 -A Carpeting 1 - 3 DIVISION 13 SPECIAL. CONSTRUCTION Not Required DIVISIONi 14 CONVEYING SYSTEMS Not Required DIVISION 15 iECHANICAL Section 15 -A. ?lumbing 1 - 14 Section 15 -6 Heating, Ventilating and Air Conditioning - 11 • TABLE OF CONTENTS Page 2 of 3 DIVISION 16 ELECTRICAL • Section 16 -A Electrical 1 - 20 l• ARCHITECTURAL DETAILS (Bound in Separate 0 -1/2 x 11 Volume) TABLE OF CONTENTS Page 3 of 3 1-9 0 0 CITY OF NEWPORT BEACH, CALIFORNIA NTOICE INVITING BIDS SEALED BIDS will be received at the office of the City Clerk, City hall, Newport Beach, California until 10:00 a.m „ on the 6th day of October 1970 , at which time they will e opene and read, for perform!ng work as follows: NEldPORT CENTER FIRE STATION CONTRACT C -1266 No bid will be received unless it is made on a proposal form furnished by the Public Works Department. Each bid must be accompanied by cash, certified check or Bidder's fond made payable to the City of Newport Peach, for an amount equal to at least 10 percent of the amount of bid. The documents include within the sealed bids which require comple- tion, and execution are the following: A, E, C. D, F • F. Proposal Designation of Subcontractors Bidder's Bond Non - collusion Affidavit Statement of Financial Responsibility Technical ability and Experience References The documents shall be affixed with the appropriate signatures and titles of the persons signinq on behalf of the bidder. For corpor- ations, the signatures of the President or dice- President and Secretary or Assistant Secretary are required and the Corporate Seal shall be affixed to all documents requiring signatures. In the case of the partnership, the signature of at least one general partner is required. No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of Chapter 9, Division III of Business and Professions' Code. The Contractor shall state his license number and classification in the proposal. Plans, Special Provisions, and Contract Documents may be obtained at the office of William P. Ficker, 550 Newport Center Drive, Suite 875, Newport Beac:i, California. A deposit of $30.00 will he required for each set of plans and specifications. The deposit will be returned only upon return of the documents comolete and in good condition within five (5) days after bid opening. A non - refundable charge of $2.00 will be required for each set • of City of Newport Beach Standard Specifications. The City of Newport Beach reserves the right to reject any or all bids and to waive any informality in such bids. Page 1 of 2 In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California Labor Code (Sections 1770 et sea.), the City • Council of the City of Newport Beach has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract and has set forth these items in resolution No. 6982, adopted May 12, 1969. A copy of said resolution is available in the office of the.City Clerk. All parties to the contract shall be governed by all pro- visions of the California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive). • 0 The City has adopted the Standard S_eecifications for Public Works Construction (1970 Edition and supplements ) as prepared the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America. Copies may be obtained from Building News, Inc., 3055 Overland Ave., Los Angeles, California 90034, (213) 870 -9871 Page 2 of 2 0 INSTRUCTIONS TO BIDDERS A. EXAMINATION OF DOCUMENTS: Before submitting proposal each 5TAfer stall examine contract documents in order that he may be fully informed as to materials, labor and workmanship re- quired and conditions under which they must be furnished and placed. B. EXAMINATION OF SITE: Bidders shall visit and carefully examine the site of proposed work and acquaint thcwselves with conditions under which work will be performed and nature and extent of the work involved. C. DISCREPANCIES: Should discrepancies exist on drawings or specifications, contractors shall call discrepancy to the attention of the architect for clarification. D. SUBMISSION OF BIDS: Proposal must be made on blank form of proposal attached. One (1) copy shall be removed from speci- fications, filled in and enclosed in sealed envelope and addressed "proposal For General Construction - Newport Center Fire Station Contract No. C1266 ". Proposal must be submitted as described in the "Notice Invitinn Bids ". E. BONDS: Each bidder shall include all charges for furnishing a performances bond in sum of 50" of contract price and a labor and material bond in sum of 501 of contract price. Forms shall be found in this specification. F. APPROVED EQUALS: If bidders wish to submit any item for approval as equal to that specified, such submission shall be made in writing to architect not later than 30 days after award of contract. Q. WARD AND EXRCUTION OF CONTRACT: Upon award of contract, bidder to whom award is made will be notified. He shall, within ten (10) calendar days from date of notification, execute the agreement. H. CONSTRUCTION TIME, Contractor shall indicate the number of calendar days required to complete the proposed work. I. PEPHIT FEES: All permit fees normally charged by the City wA, be waived, except that the Contractor and all Subcon- tractors must possess valid City Business Licenses. 0 6 PROPOSAL CONTRACT NO. C -1266 TO THE HONORABLE CITY COUNCIL CITY OF NEWPORT BEACH, CALIFORNIA The undersigned declares that he has carefully examined the loca- tion of the proposed work, that he has examined the plans and specifications prepared by William P. Ficker, Architect and read the accompanying instructions to bidders, and hereby Proposes to furnish all material and do all work required to complete the work in accordance with said plans, the standard specifications of the City of Newport Beach, and the special provisions, and that he will take in full payment, therefore, the following price complete in place, to wit: ITEM ' QUANTITY ITEM" DESCRIPTION TOTAL NO. AND AMT. UNIT PRICE WRITTEN IN WORDS PRICE 1. Lump Sum Base Bid - General Construction $ 369.000,0 2. Lump Sum Alternate No. 1 - Carpeting Deduct$ jjKg 00 3. Lump Sum Alternate No. 2 - Bunks and Lockers D e d u c t $ 4. Lump Sum Alternate No. 3 - Sacked Finish Add $ 15�00D,00 A. Unit Price: See Special Conditions Depth of Caisson Add Per Foot $ 8622 Deduct Per Foot $ 4,30 TOTAL BID, INCLUDIN. ITE"S NO. 1, 2 and 3 (only) TOTAL PRICE WRITTEN WORDS Three hundred fifty thousand, seven hundred seventy -five DOLLARS S 350.775.00 The undersigned estimates that work will be substantially complete within 200 calendar days. F .. Page 1 of 2 The undersigned agrees that in case of default in executing the • required contract with necessary bonds within ten (10) days, not including Sundav, after having received notice that the contract is ready for signature, the proceeds of check or bond accompanying this bid shall become the property of the City of Newport Beach. Licensed in Accordance with the Statutes of the State of California providing for the Secistration of LL r o t ctors, License tlo. 64560 Classification A,D-� Accompanying this proposal is Bid Bond Cash, Certified Chock, Cashier's Check or Bond) in an amount not less than 10 percent of the total bid price. The undersigned is aware of the Provisions Labor Code which require every employer to liability for 'Workmen's Compensation or to in accordance with the provisions of that with such provisions before commencing the of this contract. (213) 634 -7141 or (213) 774 -1041 Phone Number • October 6, 1970 Date 14507 S. Paramount Blvd. of Section 3700 of the be insured against undertake self - insurance code, and agrees to comply performance of the work ALEX ROBERTSON COMPANY ers r+ame (SEAL) /s/ Everett Davis Authorized Signature Everett Davis, Vice President /s/ Barbara Grinnel, Secretary Authorized Signature B. Grinnel, Secretary Paramount California 90723 _ Corporation _ Bidder s Address Type of Organization (Individual, Corporation, Co- Partnership) List below names of President, Secretary, Treasurer and "tanager if a corporation, and names of all co- partners if a co- partnership: Alex Robertson, Jr.. President Everett Davis Vice President J. D. Jenkins B. Grinnell Vice President - Treasurer Secretary • Addendum No. 1 dated October 1, 1970 is acknowledged. Page 2 of 2 • DESIGNATION OF SUB - CONTRACTORS 0 Page 3 The undersigned certifies that he has used the sub -bids of the following listed contractors in making up his bid and that the sub - contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with the applicable provisions of the specifications. No change may be made in these sub - contractors except upon the prior approval of the Engineer. Item of Work Sub - contractor Address 1, ASPHALT PAVING ALLIED SANTA ANA 2. PRECAST - PRESTRESSED CONCRETE 3. FINISHED CARPENTRY 4. ROOFING COAST LONG BEACH 5. GLASS /GLAZING ARROW SANTA ANA 6. DRYWALL ATLAS 7. RESILIENT FLOORING NODAR LONG BEACH BUENA PARK 8. PAINTING EMPIRE GARDEN GROVE 9. PLUMBING 10. HEAT /VENT GENERAL SANTA ANA 11. ELECTRICAL 12 ALEX ROBERTSON COMPANY Bidder's Name /s/ Everett Davis Authorized Signature Everett Davis, Vice President CORPORATION Type of Organization (Individual, Co- partnership or Corp) Paramount, California 90723 Address FOR ORIt, SEE CITY CLERK'S FILE COPY Page 4 • BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOW ALL MEN BY THESE PRESENTS, That we, ALEX ROBERTSON COMPANY , as Principal, and THE TRAVELERS INDEMNITY COMPANY , as Surety, are held and firmly bound unto the City of Newport Beach, California, in the sum of TEN PERCENT (10 %) OF THE AM"T BID IN - Dollars ($ , lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH) That if the proposal of the above bounden principal for the construction of NEWPORT CENTER FIRE STATION in the City of Newport Beach, is accepted by the City Council of said City, and if the above bounden principal shall duly enter into and execute a contract for such construc- tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting • Bids" within ten (10) days (not including Saturday and Sunday) from the date of the mailing of a notice to the above bounden principal by and from said City of Newport Beach that said contract is ready for execution, then this obligation shall become null and void; otherwise it be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event that any principal above named executed this bond as an individual, it is agreed that the death of any such principal shall not exonerate the surety from its obligations under this bond. IN WITNESS WHEREOF, we hereunto set our hands and seals this 6th day of OCTOBER , 1970 . Corporate Seal (If Corporation) ALEX ROBERTSON COMPANY Principal (Attach acknowledgement of BYs /s/ Everett Davis Attorney in Fact) veret v s, vice President UUDITH A. KINDLER, Notary Public Commission Expires Mal 28, 1973 THE TRAVELERS INDEMNITY COMPANY Surety • BY /s/ Donald E. Raao, Title ATTORNEY•IN -FACT u LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS, THAT PAGE 5 BOND NO. 1716M WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION ADOPTED October 19 1970 HAS AWARDED TO ALEX ROBERTSON CONPANY , HEREINAFTER DESIGNATED AS THE `PRINCIPAL", A CONTRACT FOR NEWPORT CENTER FIRE STATION IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS.AND SPECiFI- CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR 13 ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SMALL FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES OR TEAMS USED IN, UPON., FOR, OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT HEREINAFTER SET FORTH: • NOW, THEREFORE, WE AyXX BOSPS" COMP M AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF 'itM Mm= BI=ff MU ADD Salida . . . . . . . DOLLARS _17%oml_So SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON- TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONSO PROVENDER, OR OTHER SUPPLIES, OR TEAMS,-USED IN, UPON, FOR, OR ABOUT THE PERFORMANCE OF THE WORK CONTRACTED TO BE DONE, OR FOR ANY OTHER WORK OR LABOR THEREON OF ANY KIND, OR FOR AMOUNTS DUE UNDER THE UNEMPLOYMENT INSURANCE CODE WITH RESPECT TO SUCH WORK OR LABOR, THAT THE SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI- FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND., A REASONABLE •ATTORNEY'S FEE, TO BE FIXED BY THE COURT., AS REQUIRED BY THE PROVISIONS OF SECTION 4204 OF THE GOVERNMENT CODE OF THE STATE.OF CALIFORNIA. 9 . (LABOR AND MATERIAL BOND - CONTINUED) • 0 PAGE 6 THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR- ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE SO AS TO GIVE A RIGHT OF ACTION TO THEN OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA. AND THE SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS 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, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE, SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM ITS OBLIGATIONS UNDER TH13 BOND. IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 29th DAY OF , OCTOBER , I(*70 premium for this bond is ineluded ALEX ROBERTSON CCHPANY ;SEAL) in the performence band. (SEAL) enkins, Vice President- Treasurer APPROVED AS TO FORM' CITY ATTORNEY THIS BOND WAS APPROVED BY THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BY MOTION ON • BATE ATTEST: CITY 'CLERK SEAL) SEAL) (SEAL) SURETY • State of CALIFORNIA ss County of LOS ANGELES On This_ 29th day of OCTOBER 19 T ?before me personally came DONALD E. RAPP to me known, who being by me duly sworn, did depose and say: that he is Attorneys) -in -Fact of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument; that he know(s) the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority granted to him in accordance with the By -Laws of the said Corporation, and that he signed his name thereto by like authority. �mmn..... xxmnxxmx nxxxxxnxunxmm unmm.umnmi ,... OFFICIAL SEAL Judith A. Kindler a Notary PuSif- - Co efornia " y Principal Dth: in Los Anncl�s County My Commission Expires May 28, 1973 • nxmxnnwxninun.nxnrx...... nuninrunuunwummumm�mG L-493 Rev. 2 -33 ppi xrEO �x u.s.�. My commission "l. (Nqlary Publ c) PAGE 7 • BOND NO. 1716867 PERFOR;�fiANCE °C;ND KNOW ALL MEN BY THESE PRESENTS' THAT WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA, SY MOTION ADOPTED _ Art0bpp 19, 1970 HAS AWARDED TO AUX RARERTCAN CMPANY HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI- CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK OF THE CITY OF NEWPORT BEACH. WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF SAID CONTRACT; • NOW, THEREFORE, WE9 ALEX ROBERTSON CaOM AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF THREE HUNDRED FIFTY THOUSANDS DOLLARS (� 7 775_()0 SEY$>li 81MRSD SBRYN'l'Y FiY$ AND Nn /300 - - - - - - - �, SAID SUM BEING EQUAL TO 100a0F THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO THE SAID CITY OR ITS CERTAIN ATTORNE%', ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY- MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD- oIINiSTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY) FIRMLY BE THESE PRE- SENTS. -; :E CONDITION OF.THiS 06LIGATfOiN iS SJCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO- VIDED 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, AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND •AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE 17 SHALL REMAIN IN FULL FORCE AND VIRTUE. PAGE 8 . (PERFORMANCE BOND - CONTINUED) AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CON- TRACT OR TO THE WORK OR TO THE SPECIFICATIONS. IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT IS AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FRON ITS OBLIGATIONS UNDER THIS BOND, IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND SURETY ABOVE NAMED, ON THE 29th DAY OF OCTOM , 19600 . mom I" Tus Wo is 529630.00 • APPROVED AS TO FORM: 76—j//, //' CITY ATTORNEY i 7 ALEX E011IMSOM COMM (SEAL) iis'l� r (SEAL) n�ns, ce res dent-Treasvrer (SEAL) CONTRACTOR State of CALIFORNIA County of LOS ANGELES ss. On this— 29th day of OCTOBER , iq 70r before me personally came to me known, who being by me duly sworn, did depose and say: that he i9 Attorney(s) -in -Foci of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument; that he know($) the seal of said Corporation, that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority • granted to him in accordance with the By -Laws of the said Corporation, and that he signed his name thereto pp.p... .... MlpINOF OFFICIAL SEAL Judith A. Kindler o Notary Public • Principal Ofccr in (Notary Public) Los Angeles commission May m28,pp1973 My commission expires_ -�-� 5.496 -RSV. 3.53 PpINiEu IH u.5./.. Page 9 • NON- COLLUSION AFFIDAVIT The bidders, by its officers and agents or representatives present 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 NEWPORT BEACH whereby such affiant or affiants or either of them, has paid or is to pay to such bidder or public officer any 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 directly or indirectly, entered into any arrange- ment 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 by the attached bids; that no bid has been accepted from any subcontractor or materialman through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the contractor from considering any bid from any subcontractor or material - man which is not processed 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 induce- ment or 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 whomsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomesoever to pay, deliver to, or share with any other person in any way or manner, • any of the proceeds of the contracts sought by this bid. Subscribed and sworn to before me by this fitjL day of octnber , 1970 My commission expires: March 18, 1970 0 ALEX ROBERTSON COMPANY Is/ Everett Davis Everett Davis, Vice President /s/ Barbara Grinnell Barbara Grinnell. Secretary William M. Cissna otary Public '. FOR ORI&M. SEE CITY CLERK'S FILE COP* Page 10 • STATEMENT OF FINANCIAL RESPONSIBILITY The undersigned submits herewith a statement of his financial responsibility. CJ 0 Sig Page 10a • TECHNICAL ABILITY AND EXPERIENCE REFERENCES The undersigned submits herewith a statement of the work of similar character to that proposed herein which he has performed and successfully completed. Year Completed For Whom Performed (Detail) Person to Contact Telephone No. 1969 STRATOFLEX, INC. Mr. Al Bowie 714 -540 -7630 Santa Ana, California Concrete Tilt -Up Industrial Building 1969 MONARCH MARKING SYSTEMS Mr. Robert Macdonald 714/839 -0511 Garden Grove, California Concrete Tilt -Up Industrial Building 1969 GENERAL TELEPHONE COMPANY Mr. Emery Simon. Jr. 213/451 -6464 Long Beach. California • __ Two -Sbry Addition to Market Central Office Building 1968 CITY OF SAN DIEGO Mr. Jim Casey 714/278 -9200 COUNTY ENGINEER DEPARTMENT Mr. Bill Gerhard San Diego. California Multi -Pure so a Sports Stadium 1971 GOLDEN RAIN FOUNDATION OF Mr. Jim Cassi 714/837 -3550 _(Proposed) LAGUNA HILLS Laguna Hills, California Clubhouse No. 3. 850 Seat Auditorium /s/ Everett Davis —Signed Everett Davis, Vice President • PAGE II C O N T R A C T THIS AGREEh1ENT, MADE AND ENTERED INTO THIS /�`/ i DAY OF JL t {,7gzlY , 14-7", BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE CITY, PARTY OF THE FIRST PART, AND ALEX ROBERTSON C"ANY HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART. WITNESSEITH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS; I. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF NEWPORT CENTER FIRE STATION AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX- CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR- NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS AND SPECIFICATIONS. Z. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOS AND DAMAGE ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS, OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU- TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE- SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE- QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI- CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SMALL RECEIVE IN FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE 810 IS ON THE UNIT PRICE BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS, NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE. 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND DOES:HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES, THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED. 14. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR'S PROPOSAL, AND THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR- TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS,AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT. PAGE 12 5. PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIA' THE CITY COUNCIL HAS ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS • INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN. 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE CITY, THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEE51 FROM ALL CLAIMSy LOSS DAMAGEy INJURY, AND LIABILITY OF EVERY KINDS NATURE, AND DESCRIPTIONS DIRECTLY OR INDIRECTLY ARISING FROMTHE PERFORMANCE OF THE CONTRACT OR WORKS REGARDLESS OF RESPONSI- BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS LOSS2 DAMAGES INJURYa AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACTS REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE. IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE CAY AND YEAR FIRST ABOVE WRITTEN. ATTEST: t CITY CLERK • .APPROVED AS TO FORM: CITY ATTORNEY • CITY OF NNEWPPOORTT BEACH. C IFORNIA BY: (� lc/ MAYOR BY: ALEX ROBERTSON COMPANY CONTRACTOR (SEAL) President - Treasurer Secretary TITLE Note: The amount of this contract is the base bid plus alternates one and two making a total lump sum of $350,775.00. t f I S RECEIVED POSLIC WORKS SEP 17 A.M. o. b Ory OF 16WORT BEACH, I • THE AMERICAN INSTITUTE OF ARCHITECTS 1t i AIA Document A201 General Conditions of the Contract for Construction TABLE OF ARTICLES 1. CONTRACT DOCUMENTS 2. ARCHITECT 3. OWNER 4. CONTRACTOR 5. SUBCONTRACTORS 6. SEPARATE CONTRACTS 7. MISCELLANEOUS PROVISIONS 8. TIME 9. PAYMENTS AND COMPLETION 10. PROTECTION OF PERSONS AND PROPERTY 11. INSURANCE 12. CHANGES IN THE WORK 13. UNCOVERING AND CORRECTION OF WORK 14. TERMINATION OF THE CONTRACT Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, © 1967 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Reproduction of the material herein or substantial quotation of its provi- sions without permission of The AIA violates the copyright laws of the United States and will be subject to legal prosecution. This document has impotlant legal consequences; consultation with an attorney is encouraged with respect to its comple- tion or modification. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA O .� SEPT. 1%7 © 1%7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 , I �r I t I I 1 I j I 1 r F t I i t 1 1 I 1 I r t I I f I I I 0 • Insurance, Property . . . . . . . . . . . 113 Insurance, Special Hazards . . . . . . . . 11.3.5 Insurance, Steam Boiler and Machinery . . . . 11.3.2 Interest . . . . . . . . . . . .7.9.1 Interpretations and Decisions . . . . 9.7.3, 9.7.5 of the Architect . . . . . . . . 2.2,6 through 2.2.12 Interpretations, Written . . . . . . 1.1.1, 1.2.5, 12.3, 12.4 Labor and Materials . . . . . . . . .4.4, 4.5 Labor and Material Payment Bond . . . . . . . . . 7.5 Law of the Place . . . . . . . . . . . 7.1 Laws . . . . . . . . . . . . . . 4.6, 4.7, 7.1, 10.2 Liens . . . . . . . . . . . . . 9.7.3, 9.7.5 Loss of Use Insurance . . . . . . . . . . . . 11.4,1 Materials, Labor and . . . . . . . .4.4, 4.5 Minor Changes In The Work . . . . . . .1.1.1, 12.3, 12.4 MISCELLANEOUS PROVISIONS . . . . . . . . . . 7 Modifications to the Contract . . . . . . . . . 1.1.1, 12 Mutual Responsibility of Contractors . . . . . . . . 6.2 Non - Conforming Work, Acceptance of Defective or . . . . . . . . . . 13.3.1 Notice of Testing and Inspections . . . . . . . . . 7.8 Notice to proceed . . . . . . . . . . .8.1.2 Notices, Permits, Fees and . . , . . . . . . . . . 4.7 OWNER . . . . . . . . . . . . . 3 Owner, Definition of . . . . . . . . . . 3.1 Owner, Termination of the Contract by the . . . . . 14.2 Owner's Information and Services . . . . . . . . . 3.2 Owner's Liability Insurance . . . . . . . . . . . 11.2 Owner's Right to Carry Out the Work . . . 7.6 Owner's Right to Clean Up . . . . . . .4.16.2, 6.4 Owner's Right to Award Separate Contracts . . . . . . 6.1 Ownership of Drawings and Specifications . . . . . .1.3.2 Patching of Work . . . . . . . . . . . . . . . 4.15 Patching of Work Under Separate Contracts . . . . . 6.3 Patents, Royalties and . . . . .7,7.1 PAYMENTS AND COMPLETION . . . . . . . . 9 Payment, Applications for . 2.2.5, 9.2.1, 9.3.1, 9.3.3, 9.4.1, 9.4.2, 9.5.1, 9.61, 9.7.2 Payment, . . 4.14.1 Certificates for .2.2.5, 2.2.15, 5.4.2, 9.4, 9.5.1, 9.61, 9.7.2 Payment, Failure of . . . . . . . . . . . . 9.6 Payment, Final . . . . . . . . . . . . . .2.2.10, 9.7 Payments, Progress . . . . . . . . . . . . .9.3, 9.4 Payments to Subcontractors . . . . . . . . . . . 5.4 Payments Withheld . . . . . . . . . . . . . . 9.5 Performance Bond . . . . . . . . . . . . . 7.5 Permits, Fees and Notices . . . . . 4.7 PERSONS AND PROPERTY, PROTECTION OF . . . . . 10 Progress and Completion . . . . . . . . . . . . 8.2 Progress Payments . . . . . . . . . . . . . 9.3, 9.4 Progress Schedule . . . . . . . . . . . . . 4.11 Project, Definition of . . . . . . . . . . . . .1.1.4 Project Loss or Damage Insurance . . . . . . . . . 11.3 Project Representatives, Full -time . . . . . . . . 2,2.16 • Property Insurance 11.3 PROTECTION OF PERSONS AND PROPERTY .. 10 Regulations . . . . . . . . . . . 4.7.2, 10.2.2 Rejection of Work . . . . . . . . 2.2.12, 13.2 Releases of Waivers and Liens . . . 9.7.31 9.75 Responsibility for Those Performing the Work .4.10, 9.7.1 Retainage . . . . . 5.4.2, 9.7.3, 9.7.4 Review of Contract Documents by the Contractor . 1.2.2, 42 Royalties and Patents . . . . . . . . . . . . . 7.7 Safety of Persons and Property . . . . . . . . . . 10.2 Safety Precautions and Programs . . . . . . . . 2.2.4, 10.1 Samples, Shop Drawings and . . . . . . . . 2.2.13, 4.13 Schedule of Values . . . . . . . . . . . . . . 9.2 Schedule, Progress . . . . . . . . . . . . 4,11 SEPARATE CONTRACTS . . . . . 6 Separate Contracts, Owner's Right to Award . . . . 6.1 Shop Drawings and Samples . . . . . . . . 2.2.13, 4.13 Site, Use of . . . . . . . . . . . . . . . . 4.14.1 Special Hazards Insurance . . . . . . . . . . . 11.3.5 Specifications, Organization of . . . . . . . . . .1,2.4 Steam Boiler and Machinery Insurance . . . . . . 11.3.2 Stopping the Work . . . . . . . . . . . . 2.2.12 SUBCONTRACTORS . . . . . . . . . . 5 Subcontractor, Claims of . . . . . . . . . . 5.3.1.4 Subcontractor, Definition of . . . . . . . . . 5.1.1 Subcontracts, Award of . . . . . . . . . . 1.2.4, 5.2 Subcontractual Relations . . . . . 5.3 Substantial Completion and Final Payment . . . .2.2.15, 9.7 Substantial Completion, Date of . . . . . . 2.2.15, 0.1.3 Sub - subcontractor, Definition of . . . . . . . . .5.1.2 Subsurface Conditions . . . . . . . . . . . 12.1.6 Successors and Assigns . . . . . . . . . . 7.2 Supervision and Construction Procedures . . . .4.3.1 Superintendent, Contractor's . . . . . . . . 4.9.1, 10.2.5 Surveys . . . . . . . . . . . . . . . .3.2.1 Taxes . . . . . . . . . . . . . . . . . . . 4.6 Termination by the Contractor . . . . . . . . . 14.1 Termination by the Owner . . . . . . . . . . . . 14.2 TERMINATION OF THE CONTRACT . . . . . . 14 Tests . . . . . . . . . . . . . . . .2.2.12, 7.8 TIME . . . . . . . . . . . . 8 Time, Definition of . . . . . B.1 Time, Delays and Extensions of . . . . . . 8.3, 12.1, 12.2 Tide of Work . . . . . . . . . . . . . . . .9.3.3 UNCOVERING AND CORRECTION OF WORK . . . . . 13 Uncovering of Work . . . . . . . . . . . . . 13.1 Unit Prices . . . . . . . . . . . . . .12.1.3, 12.1.5 Use of Site . . . . . . . . . . . . . . . . . 4.14 Values, Schedule of . . . . . . . . . . . . . . 9.2 Waiver of Claims by the Contractor . . . . . . . .9.7.6 Waiver of Claims by the Owner . . . . . . . . 9.7.5 Warranty . . . . . . . 4.5, 9.3.3 Words, Recognized Meanings of . . . . . . . . . . 1.2.3 Work, Definition of . . . . . . . . . . . . . .1.1.3 Written Notice . . . . . . . . . . . . . . . . 7.3 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • ALA O SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 3 extent provided in the Contract Documents, unless other- wise modified by written instrument which will be shown to the Contractor. The Architect will advise and consult with the Owner, and all of the Owner's instructions to the Contractor shall be issued through the Architect. 2.2.3 The Architect shall at all times have access to the Work wherever it is in preparation and progress. The Contractor shall provide facilities for such access so the Architect may perform his functions under the Contract Documents. 2.2.4 The Architect will make periodic visits to the site to familiarize himself generally with the progress and quality of the Work and to determine in general if the Work is proceeding in accordance with the Contract Documents. On the basis of his on -site observations as an architect, he will keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies—in the Work of the Contractor. The Architect will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. The Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, and he will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. 12.5 Based on such observations and the Contractor's Applications for Payment, the Architect will determine the amounts owing to the Contractor and will issue Certificates for Payment in such amounts, as provided in Paragraph 9.4. 2.2.6 The Architect will be, in the first instance, the interpreter of the requirements of the Contract Docu- ments and the judge of the performance thereunder by both the Owner and Contractor. The Architect will, within a reasonable time, render such interpretations as he may deem necessary for the proper execution or prog- ress of the Work. 2.2.7 Claims, disputes and other matters in question between the Contractor and the Owner relating to the execution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Architect for decision which he will render in writing within a reasonable time. 2.2.8 All interpretations and decisions of the Architect shall be consistent with the intent of the Contract Docu- ments. In his capacity as interpreter and judge, he will exercise his best efforts to insure faithful performance by both the Owner and the Contractor and will not show partiality to either. 2.2.9 The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. 2.2.10 Any claim, dispute or other matter that has been referred to the Architect, except those relating to artistic effect as provided in Subparagraph 2.2.9 and except any which have been waived by the making or acceptance of final payment as provided in Subparagraphs 9.7.S and 9.7.6, shall be subject to arbitration upon the written demand of either party. However, no demand for arbitra- tion of any such claim, dispute or other matter may be made until the earlier of: .1 the date on which the Architect has rendered his decision, or .2 the tenth day after the parties have presented their evidence to the Architect or have been given a reasonable opportunity to do so, if the Architect has not rendered his written decision by that date. 2.2.11 If a decision of the Architect is made in writing and states that it is final but subject to appeal, no demand for arbitration of a claim, dispute or other matter covered by such decision may be made later than thirty days after the date on which the party making the demand received the decision. The failure to demand arbitration within said thirty days' period will result in the Architect's deci- sion becoming final and binding upon the Owner and the Contractor. If the Architect renders a decision after arbi- tration proceedings have been initiated, such decision may be entered as evidence but will not supersede any arbitration proceedings except where the decision is ac- ceptable to the parties concerned. 2.2.12 The Architect will have authority to reject Work which does not conform to the Contract Documents. Whenever, in his reasonable opinion, he considers it necessary or advisable to insure the proper implementa- tion of the intent of the Contract Documents, he will have authority to require the Contractor to stop the Work or any portion thereof, or to require special inspection or testing of the Work as provided in Subparagraph 7.8.2 whether or not such Work be then fabricated, installed or completed. However, neither the Architect's authority to act under this Subparagraph 2.2.12, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Architect to the Contractor, any Sub- contractor, any of their agents or employees, or any other person performing any of the Work. 2.2.13 The Architect will review Shop Drawings and Samples as provided in Subparagraphs 4.13.1 through 4.13.8 inclusive. 2.2.14 The Architect will prepare Change Orders in ac- cordance with Article 12, and will have authority to order minor changes in the Work as provided in Subparagraph 12.3.1. 2.2.15 The Architect will conduct inspections to deter- mine the dates of Substantial Completion and final com- pletion, will receive written guarantees and related docu- ments required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment. 2.2.16 If the Owner and Architect agree, the Architect will provide one or more Full -time Project Representatives to assist the Architect in carrying out his responsibilities at the site. The duties, responsibilities and limitations of authority of any such Project Representative shall be as set forth in an exhibit to be incorporated in the Contract Documents. 2.2.17 The duties, responsibilities and limitations of authority of the Architect as the Owner's representative during construction as set forth in Articles 1 through 14 inclusive of these General Conditions will not be modi- AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT S NEW FOR CONSTRUCTION N- ELEVENTH EDITION , D.C. 0006 SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, I e `r1 I allowances shall cover the net cost of the materials and equipment delivered and unloaded at the site, and all applicable taxes. The Contractor's handling costs on the site, labor, installation costs, overhead, profit and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allow- ance. The Contractor shall cause the Work covered by these allowances to be performed for such amounts and by such persons as the Architect may direct, but he will not be required to employ persons against whom he makes a reasonable objection. If the cost, when deter- mined, is more than or less than the allowance, the Con- tract Sum shall be adjusted accordingly by Change Order which will include additional handling costs on the site, labor, installation costs, overhead, profit and other ex- penses resulting to the Contractor from any increase over the original allowance. 4,9 SUPERINTENDENT 4.9.1 The Contractor shall employ a competent super- intendent and necessary assistants who shall be in at- tendance at the Project site during the progress of the Work. The superintendent shall be satisfactory to the Architect, and shalt not be changed except with the con- sent of the Architect, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The superintendent shall represent the Contractor and all communications given to the superin- tendent shall be as binding as if given to the Contractor. Important communications will be confirmed in writing. Other communications will be so confirmed on written request in each case. 4.10 RESPONSIBILITY FOR THOSE PERFORMING THE WORK 4.10.1 The Contractor shall be responsible to the Owner for the acts and omissions of all his employees and all Subcontractors, their agents and employees, and all other persons performing any of the Work under a contract with the Contractor. 4.11 PROGRESS SCHEDULE 4.11.1 The Contractor, immediately after being awarded the Contract, shall prepare and submit for the Architect's approval an estimated progress schedule for the Work. The progress schedule shall be related to the entire Proj- ect to the extent required by the Contract Documents. This schedule shall indicate the dates for the starting and completion of the various stages of construction and shall be revised as required by the conditions of the Work, subject to the Architect's approval. 4.12 DRAWINGS AND SPECIFICATIONS AT THE SITE 4.12.1 The Contractor shall maintain at the site for the Owner one copy of all Drawings, Specifications, Addenda, approved Shop Drawings, Change Orders and other Mod- ifications, in good order and marked to record all changes made during construction. These shall be available to the Architect. The Drawings, marked to record all changes made during construction, shall be delivered to him for the Owner upon completion of the Work. 4.13 SHOP DRAWINGS AND SAMPLES 4.13.1 Shop Drawings are drawings, diagrams, illustra- 0 bons, schedules, performance charts, brochures and other data which are prepared by the Contractor or any Sub- contractor, manufacturer, supplier or distributor, and which illustrate some portion of the Work. 4.13.2 Samples are physical examples furnished by the Contractor to illustrate materials, equipment or work- manship, and to establish standards by which the Work will be judged. 4.13.3 The Contractor shall review, stamp with his ap- proval and submit, with reasonable promptness and in orderly sequence so as to cause no delay in the Work or in the work of any other contractor, all Shop Draw- ings and Samples required by the Contract Documents or subsequently by the Architect as covered by Modifica- tions. Shop Drawings and Samples shall be properly identified as specified, or as the Architect may require. At the time of submission the Contractor shall inform the Architect in writing of any deviation in the Shop Draw- ings or Samples from the requirements of the Contract Documents. 4.13.4 By approving and submitting Shop Drawings and Samples, the Contractor thereby represents that he has determined and verified all field measurements, field con- struction criteria, materials, catalog numbers and similar data, or will do so, and that he has checked and coordi- nated each Shop Drawing and Sample with the require- ments of the Work and of the Contract Documents. 4.13.5 The Architect will review and approve Shop Drawings and Samples with reasonable promptness so as to cause no delay, but only for conformance with the de- sign concept of the Project and with the information given in the Contract Documents. The Architect's approv- al of a separate item shall not indicate approval of an assembly in which the item functions. 4.13.6 The Contractor shall make any corrections re- quired by the Architect and shall resubmit the required number of corrected copies of Shop Drawings or new Samples until approved. The Contractor shall direct spe- cific attention in writing or on resubmitted Shop Draw- ings to revisions other than the corrections requested by the Architect on previous submissions. 4.13.7 The Architect's approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the Archi- tect in writing of such deviation at the time of submis- sion and the Architect has given written approval to the specific deviation, nor shall the Architect's approval re- lieve the Contractor from responsibility for errors or omissions in the Shop Drawings or Samples. 4.13.8 No portion of the Work requiring a Shop Drawing or Sample submission shall be commenced until the submission has been approved by the Architect. All such portions of the Work shall be in accordance with ap- proved Shop Drawings and Samples. 4.14 USE OF SITE 4.14.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably en- cumber the site with any materials or equipment. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . ELEVENTH EDITION • ALA 8 SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 7 0 5.2.3 The Contractor shall not contract with any Sub- contractor or any person or organization proposed for portions of the Work designated in the bidding require- ments or, if none is so designated, with any Subcontractor proposed for the principal portions of the Work who has not been accepted by the Owner and the Architect. The Contractor will not be required to contract with any sub- contractor or person or organization against whom he has a reasonable objection. 5.2.4 If the Owner or the Architect requires a change of any proposed Subcontractor or person or organization previously accepted by them, the Contract Sum shall be increased or decreased by the difference in cost occa- sioned by such change and an appropriate Change Order shall be issued. 5.2.5 The Contractor shall not make any substitution for any Subcontractor or person or organization who has been accepted by the Owner and the Architect, unless the substitution is acceptable to the Owner and the Architect. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 All work performed for the Contractor by a Sub- contractor shall be pursuant to an appropriate agree- ment between the Contractor and the Subcontractor (and where appropriate between Subcontractors and Sub - subcontractors) which shall contain provisions that: .1 preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not preju- dice such rights; .2 require that such Work be performed in accord- ance with the requirements of the Contract Documents; .3 require submission to the Contractor of applica- tions for payment under each subcontract to which the Contractor is a party, in reasonable time to enable the Contractor to apply for pay- ment in accordance with Article 9; .4 require that all claims for additional costs, exten- sions of time, damages for delays or otherwise with respect to subcontracted portions of the Work shall be submitted to the Contractor (via any Subcontractor or Sub - subcontractor where appropriate) in the manner provided in the Con- tract Documents for like claims by the Contrac- tor upon the Owner; .5 waive all rights the contracting parties may have against one another for damages caused by fire or other perils covered by the property insurance described in Paragraph 11.3, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee under Paragraph 11.3; and .6 obligate each Subcontractor Specifically to con- sent to the provisions of this Paragraph 5.3, 5.4 PAYMENTS TO SUBCONTRACTORS 5.4.1 The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, an amount equal to the percentage of completion allowed to the Contractor 9 on account of such Subcontractor's Work. The Contrac- tor shall also require each Subcontractor to make similar payments to his subcontractors. 5.4.2 If the Architect fails to issue a Certificate for Pay- ment for any cause which is the fault of the Contractor and not the fault of a particular Subcontractor, the Con- tractor shall pay that Subcontractor on demand, made at any time after the Certificate for Payment should other- wise have been issued, for his Work to the extent com- pleted, less the retained percentage. 5.4.3 The Contractor shall pay each Subcontractor a just share of any insurance moneys received by the Contractor under Article 11, and he shall require each Subcontractor to make similar payments to his subcontractors. 5.4.4 The Architect may, on request and at his discretion, furnish to any Subcontractor, if practicable, information regarding percentages of completion certified to the Con- tractor on account of Work done by such Subcontractors. 5.4.5 Neither the Owner nor the Architect shall have any obligation to pay or to see to the payment of any moneys to any Subcontractor except as may otherwise be required by law. ARTICLE 6 SEPARATE CONTRACTS 6.1 OWNER'S RIGHT TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to award other con- tracts in connection with other portions of the Project under these or similar Conditions of the Contract. 6.1.2 When separate contracts are awarded for different portions of the Project, "the Contractor" in the contract documents in each case shall be the contractor who signs each separate contract. 6.2 MUTUAL RESPONSIBILITY OF CONTRACTORS 6.2.1 The Contractor shall afford other contractors rea- sonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his Work with theirs. 6.2.2 If any part of the Contractor's Work depends for proper execution or results upon the work of any other separate contractor, the Contractor shall inspect and promptly report to the Architect any apparent discrepan- cies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Con- tractor so to inspect and report shall constitute an accept- ance of the other contractor's work as fit and proper to receive his Work, except as to defects which may develop in the other separate contractor's work after the execution of the Contractor's Work. 6.23 Should the Contractor cause damage to the work or property of any separate contractor on the Project, the Contractor shall, upon due notice, settle with such other contractor by agreement or arbitration, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor who shall defend AIA DOCUMENT A 2D1 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® 9 SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2ODD6 to or such from the Owner, instruct the er Contractor ad ter Con - special inspection, testing such tractor shall spection orltesti g revealsraf failure f re of the Work special insp to comply or W, with the tonthetperforman e of the Documents or (2), Work, with laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, the Contractor shall bear all costs thereof, including the h Architect's otherwe addi- tional services made necessary by r the Owner shall bear such costs, and an appropriate Change Order shall be issued. 7.8.3 Required certificates of inspection, testing or ap- proval shall be secured by the Contractor and promptly delivered by him to the Architect. 7,8,4 If the Architect wishes tih observe inspections will tests or approvals required by Paragraph 7 8, do so promptly and, where practicable, at the source of supply. 7,g,5 Neither the observations of the Architect in his Administration of the Cons[rudoC� her than the COn- tions, tests or approvals by persons to perfolrml 1e tractor theWo k in r I obligations accordance with theCont act Documents. 11 7.10.3 The Contractor shall carry on the Work and main- tain the progress schedule during any arbitration Owner pro- ceedings, unless otherwise agreed by in writing. 7,9 INTEREST 7,9,1 Any moneys not paid when due to either party under this Contract shall bear interest at the legal rate in force at the place of the Project. ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 The Contract Time is the period of of time allWoed in the Contract Documents for completion 8.1.2 The date of commencement of the Work is the date established in a notice to proceed. If there is no notice to proceed, it shall be the date f the agreement or such other date as may 8.1.3 The Date of Substantial Completion of the Work or designated portion thereof is. the Date certified by the Architect when construction s sufficiently complete, in accordance with the Contract Documents, so the Owner may occupy the Work or designated portion thereof for the use for which it is intended. 8,2 PROGRESS AND COMPLETION 8 of .2 ttime essence limits t stated Contail Contract Documents o? commencement Contractor as defined in Subp ag aph 8.1 2�He shall carry the Work forward expeditiously with adequate forces and shall complete it within the Contract Time, 7,10 ARBITRATION 7.10 .1 All claims, disputes and other matters in question arising out of, or relating to, this Contract or the breach thereof, except as set forth in Subparagraph 2.2.9 with respect to the Architects decisions on matters relating have been to artistic effect, and except for mof finsalhpayment as waived by the making or acceptance provided by Subparagraphs 9.7.5 and 9.7.6, shall be de- cided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. This agreement so to arbitrate shall be specifically enforceable under the prevailing arbitration law. The award rendered by the arbitrators shall be final, and judgment may be entered upon jurisdiction or ante with applicable law in any 7.10.2 Notice of the demand for arbitration shall be filed with in writing with the other party to the Contract and shall the American Arbitration Association, and a copy be filed with the Architect. The demand for arbitration shall Sub- paragraphs hs a22: 0 within d the 2.11nwhere tsappl cable, in andu in all of ap all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall it be made after institution of legal or equi- table mterr in based statute of limitations. AIA oC ©NT THE AMERICAN INSTITUTE OF ARCHITECIS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 plp DOCUMENT A 201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH WASHINGTON, • A20 O^ 8,3 DELAYS AND EXTENSIONS OF TIME progress of the Contractor is any actyorr neglect Of he Ow "el or the Architect, or by any employee of e1Ownerr by any y separate contractor employed by changes ordered in the Work, or by labor disputes, sor unusual delay in ond theoCootractor,svco trrol, or by delay any causes bey any authorized by the Owner pending arbitration, us ti y the cause which the Architect determines may I Y delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. writs claims for Architect more than fifteen be daysdafter writing otherwise they shall be the occurrence the delay; cause of delay only waived. In the case of a continuing one claim is necessary. 8.3.3 If no schedule or agreement is made stating the dates upon which written interpretations as set forth in Subparagraph 1.2.5 shall be furnished, then no claim for delay shall be allowed on account of failure to furnish interpretations I fifteen r th such m untnor then u after nlesssucheclaim is made reasonable. 8.3.4 This Paragraph 8b3 does party lunderhotheropro- e of damages for delay y visions of the Contract Documents. 11 9 .5 damage to another contractor, .6 reasonable indication that the Work will not be completed within the Contract Time, or .7 unsatisfactory prosecution of the Work by the Contractor. 9.5.2 When the above grounds in Subparagraph 9.5.1 are removed, payment shall be made for amounts with- held because of them. 9.6 FAILURE OF PAYMENT 9.6.1 If the Architect should fail to issue any Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner should fail to pay the Con- tractor within seven days after the date of payment es- tablished in the Agreement any amount certified by the Architect or awarded by arbitration, then the Contrac- tor may, upon seven additional days' written notice to the Owner and the Architect, stop the Work until pay- ment of the amount owing has been received. 9.7 SUBSTANTIAL COMPLETION AND FINAL PAYMENT 9.7.1 When the Contractor determines that the Work or a designated portion thereof acceptable to the Owner is substantially complete, the Contractor shall prepare for submission to the Architect a list of items to be com- pleted or corrected. The failure to include any items on such list does not alter the responsibility of the Con- tractor to complete all Work in accordance with the Contract Documents. When the Architect on the basis of an inspection determines that the Work is substantially complete, he will then prepare a Certificate of Substantial Completion which shall establish the Date of Substantial Completion, shall state the responsibilities of the Owner and the Contractor for maintenance, heat, utilities, and insurance, and shall fix the time within which the Con- tractor shall complete the items listed therein, said time to be within the Contract Time unless extended pursuant to Paragraph 8.3. The Certificate of Substantial Comple- tion shall be submitted to the Owner and the Contractor for their written acceptance of the responsibilities as- signed to them in such Certificate. 9.7.2 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon re- ceipt of a final Application for Payment, the Architect will promptly make such inspection and, when he finds the Work acceptable under the Contract Documents and the Contract fully performed, he will promptly issue a final Certificate for Payment stating that to the best of his knowledge, information and belief, and on the basis of his observations and inspections, the Work has been completed in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor, and noted in said final Certificate, is due and payable. 9.7.3 Neither the final payment nor the remaining re- tained percentage shall become due until the Contractor submits to the Architect (1) an Affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his property might in any way be responsible, have been paid or otherwise satisfied, (2) consent of surety, if any, to final payment and (3), if required by the Owner, other data establishing payment or satisfaction of all such ob- ligations, such as receipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be designated by the Owner. If any Subcontrac- tor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify him against any such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in dis- charging such lien, including all costs and reasonable at- torneys' fees. 9.7.4 If after Substantial Completion of the Work final completion thereof is materially delayed through no fault of the Contractor, and the Architect so confirms, the Owner shall, upon certification by the Architect, and with- out terminating the Contract, make payment of the bal- ance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than the retainage stipu- lated in the Agreement, and if bonds have been furnished as required in Subparagraph 7.5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 9.7.5 The making of final payment shall constitute a waiver of all claims by the Owner except those arising from: .1 unsettled liens, .2 faulty or defective Work appearing after Substan- tial Completion, .3 failure of the Work to comply with the require- ments of the Contract Documents, or .4 terms of any special guarantees required by the Contract Documents. 9.7,6 The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those pre- viously made in writing and still unsettled. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take all reasonable pre- AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA OO 13 SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 11.3.3 Any insured loss is to be adjusted with the Owner and made payable to the Owner as trustee for the in- sureds, as their interests may appear, subject to the re- quirements of any applicable mortgagee clause and of Subparagraph 11.3.8. 11.3.4 The Owner shall file a copy of all policies with the Contractor before an exposure to loss may occur. If the Owner does not intend to purchase such insurance, he shall inform the Contractor in writing prior to com- mencement of the Work. The Contractor may then effect insurance which will protect the interests of himself, his Subcontractors and the Sub - subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by failure of the Owner to purchase or maintain such insur- ance and so to notify the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. 11.3.5 If the Contractor requests in writing that other special insurance be included in the property insurance policy, the Owner shall, if possible, include such insur- ance, and the cost thereof shall be charged to the Con- tractor by appropriate Change Order. 11.3.6 The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered by insurance provided under this Para- graph 11.3, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee. The Contractor shall require similar waivers by Subcon- tractors and Sub- subcontractors in accordance with Clause 5.3.1.5. 11.3.7 If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties. He shall deposit in a separate account any money so re- ceived, and he shall distribute it in accordance with such agreement as the parties in interest may reach, or in ac- cordance with an award by arbitration in which case the procedure shall be as provided in Paragraph 7.10, If after such loss no other special agreement is made, replace- ment of damaged work shall be covered by an appro- priate Change Order. 11.3.8 The Owner as trustee shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within five days after the occurrence of loss to the Owner's exercise of this power, and if such objection be made, arbitrators shall be chosen as provided in Paragraph 7.10. The Owner as trustee shall, in that case, make settlement with the insurers in accordance with the directions of such arbi- trators. If distribution of the insurance proceeds by arbitration is required, the arbitrators will direct such distribution. 11.4 LOSS OF USE INSURANCE 11.4.1 The Owner, at his option, may purchase and maintain such insurance as will insure him against loss of use of his property due to fire or other hazards, however caused. 0 ARTICLE 12 CHANGES IN THE WORK 12.1 CHANGE ORDERS 12.1.1 The Owner, without invalidating the Contract, may order Changes in the Work within the general scope Of the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingly. All such Changes in the Work shall be authorized by Change Order, and shall be executed under the applicable conditions of the Contract Docu- ments. 12.1.2 A Change Order is a written order to the Con- tractor signed by the Owner and the Architect, issued after the execution of the Contract, authorizing a Change in the Work or an adjustment in the Contract Sum or the Contract Time. Alternatively, the Change Order may be signed by the Architect alone, provided he has written authority from the Owner for such procedure and that a copy of such written authority is furnished to the Con- tractor upon request. The Contract Sum and the Contract Time may be changed only by Change Order. 12.1.3 The cost Or credit to the Owner resulting from a Change in the Work shall be determined in one or more of the following ways: .1 by mutual acceptance of a lump sum properly itemized; .2 by unit prices stated in the Contract Documents or subsequently agreed upon; or .3 by cost and a mutually acceptable fixed or per- centage fee. 12.714 If none of the methods set forth in Subparagraph 12.1.3 is agreed upon, the Contractor, provided he re- ceives a Change Order, shall promptly proceed with the Work involved. The cost of such Work shall then be de- termined by the Architect on the basis of the Contractor's reasonable expenditures and savings, including, in the case of an increase in the Contract Sum, a reasonable allowance for overhead and profit. In such case, and also under Clause 12.1.3.3 above, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate sup- porting data. Pending final determination of cost to the Owner, payments on account shall be made on the Architect's Certificate for Payment. The amount of credit to be allowed by the Contractor to the Owner for any deletion or change which results in a net decrease in cost will be the amount of the actual net decrease as con- firmed by the Architect. When both additions and credits are involved in any one change, the allowance for over- head and profit shall be figured on the basis of net in- crease, if any. 12.1.5 If unit prices are stated in the Contract Docu- ments or subsequently agreed upon, and if the quantities originally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will create a hard- ship on the Owner or the Contractor, the applicable unit prices shall be equitably adjusted to prevent such hard- ship. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • ALA QQ SEPT. 1967 © 1%7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 15 0 ficient to cover such amount, the Contractor shall pay the difference to the Owner. 13.2.6 If the Contractor fails to correct such defective or non - conforming Work, the Owner may correct it in accordance with Paragraph 7.6. 13.2.7 The obligations of the Contractor under this Para- graph 13.2 shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract Documents or otherwise pre- scribed by law. 13.3 ACCEPTANCE OF DEFECTIVE OR NON - CONFORMING WORK 13.3.1 If the Owner prefers to accept defective or non- conforming Work, he may do so instead of requiring its removal and correction, in which case a Change Order will be issued to reflect an appropriate reduction in the Contract Sum, or, if the amount is determined after final payment, it shall be paid by the Contractor. ARTICLE 14 TERMINATION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR 14.1.1 If the Work is stopped for a period of thirty days under an order of any court or other public authority hav- ing jurisdiction, through no act or fault of the Contractor or a Subcontractor Or their agents or employees or any other persons performing any of the Work under a con- tract with the Contractor, or if the Work should be stopped for a period of thirty days by the Contractor for the Architect's failure to issue a Certificate for Payment as provided in Paragraph 9.6 or for the Owner's failure to make payment thereon as provided in Paragraph 9.6, �J then the Contractor may, upon seven days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner payment for all Work ex- ecuted and for any proven loss sustained upon any ma- terials, equipment, tools, construction equipment and machinery, including reasonable profit and damages. 14.2 TERMINATION BY THE OWNER 14.2.1 If the Contractor is adjudged a bankrupt, or if he makes a general assignment for the benefit of his credi- tors, or if a receiver is appointed on account of his in- solvency, or if he persistently or repeatedly refuses or fails, except in cases for which extension of time is pro- vided, to supply enough properly skilled workmen or proper materials, or If he faits to make prompt payment to Subcontractors or for materials or labor, or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise is guifty of a substantial violation of a provision of the Contract Documents, then the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, seven days' written notice, terminate the employment of the Contractor and take possession of the site and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the Work by whatever method he may deem ex- pedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. 14.2.2 If the unpaid balance of the Contract Sum ex- ceeds the costs of finishing the Work, including com- pensation for the Architect's additional services, such excess shall be paid to the Contractor. If such costs ex- ceed such unpaid balance, the Contractor shall pay the difference to the Owner. The costs incurred by the Owner as herein provided shall be certified by the Architect. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA OQ SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20ae6 17 r V I E E THE AMERICAN INSTITUTE OF ARCHITECTS 6 A!A Document A201 General Conditions of the Contract for Construction TABLE OF ARTICLES 1. CONTRACT DOCUMENTS 2. ARCHITECT 3. OWNER f4. CONTRACTOR 5. SUBCONTRACTORS 6. SEPARATE CONTRACTS 7. MISCELLANEOUS PROVISIONS 8. TIME 9. PAYMENTS AND COMPLETION 10. PROTECTION OF PERSONS AND PROPERTY 11. INSURANCE 12. CHANGES IN THE WORK 13. UNCOVERING AND CORRECTION OF WORK 14. TERMINATION OF THE CONTRACT Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, © 1967 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20886. Reproduction of the material herein or substantial quotation of its provi- sions without permission of The ALA violates the copyright laws of the United States and will be subject to legal prosecution. This document has important legal consequences; consultation with an attomey is encouraged with respect to its comple- tion or modification. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • MIA SEPT. 1967 O° 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 11 • Insurance, Property . . . . . . . . . . . 11.3 Insurance, Special Hazards . . . . . . . . . 11.3.5 Insurance, Steam Boiler and Machinery . . . . . . 11.3.2 Interest . . . . . . . . . . . . .7.9.1 Interpretations and Decisions . . . . 9.7.3, 9.75 of the Architect . . . . . . . . 2.2.6 through 2.2.12 Interpretations, Written . . . . . . 1.1.1, 1.2.5, 12.3, 12.4 Labor and Materials . . . . . . . . .4.4, 4.5 Labor and Material Payment Bond . . . . . . . . . 7.5 Law of the Place . . . . . . . . . . . 7.1 Laws . . . . . . . . . . . . . . 4.6, 4.7, 7.1, 10.2 Liens . . . . . . . . . . . . . . 9.7.3, 9.75 Loss of Use Insurance . . . . . . . . . . . . 11.4.1 Materials, Labor and . . . . . . .4.4, 4.5 Minor Changes In The Work . . . . . . .1.1.1, 12.3, 12.4 MISCELLANEOUS PROVISIONS . . . . . . . 7 Modifications to the Contract . . . . . . . . . 1.1.1, 12 Mutual Responsibility of Contractors . . . . . . . . 6.2 Non- Conforming Work, Acceptance of Defective or . . . . . . . . . . . . . 13.3.1 Notice of Testing and Inspections . . . . . . . . . 7.8 Notice to proceed . . . . . . . . . . .8.1.2 Notices, Permits, Fees and . . . . . . . . . . . . 4.7 OWNER . . . . . . . . . . . . . 3 Owner, Definition of . . . . . . 3.1 Owner, Termination of the Contract by the . . . . . . 14.2 Owner's Information and Services . . . . . . . . . 3.2 Owner's Liability Insurance . . . . . . . . 11.2 Owner's Right to Carry Out the Work . . . . . . . . 7.6 Owner's Right to Clean Up . . . . . . . 4.16.2, 6.4 Owner's Right to Award Separate Contracts . . . . . . 6.1 Ownership of Drawings and Specifications . . . . . ,1.3.2 Patching of Work . . . . . . . . . . 4.15 Patching of Work Under Separate Contracts . . . . . 6.3 Patents, Royalties and . . . . . . . .7.7.1 PAYMENTS AND COMPLETION . . 9 Payment, Applications for . 2.2.5, 9.2.1, 9.3.1, 9.3.3, 9.4.1, 9.4.2, 9.5.1, 9.6.1, 9.7.2 Payment, Shop Drawings and Samples . . . . . . . . Certificates for .2.2.5, 2.2.15, 5.4.2, 9.4, 9.5.1, 9.6.1, 9.7.2 Payment, Failure of 9.6 Payment, Final . . . . . . . . . . . . . .2.2.10, 9.7 Payments, Progress . . . . . . . . . . . . .9.3, 9.4 Payments to Subcontractors . . . . . . . . . . . 5.4 Payments Withheld . . . . . . . . . . . . . . 9.5 Performance Bond . . . . . . . . . . . . . 7.S Permits, Fees and Notices . . . . . 4.7 PERSONS AND PROPERTY, PROTECTION OF . . . . . 10 Progress and Completion . . . . . . . . . . . . 8.2 Progress Payments . . . . . . . . . . . . 9.3, 9.4 Progress Schedule . . . . . . . . . . . . 4.11 Project, Definition of . . . . . . . . . . . . .1.1.4 Project Loss or Damage Insurance . . . . . . . . . 11.3 Project Representatives, Full -time . . . . . . . . 2.2.16 C� Property Insurance . . . . . 11.3 PROTECTION OF PERSONS AND PROPERTY .. . . . . 10 Regulations . . . . . . . . . . . 4.7.2, 10.2.2 Rejection of Work . . . . . . . . 2.2.12, 13.2 Releases of Waivers and Liens . . . 9.7.3, 9.7.5 Responsibility for Those Performing the Work . . . 4.10, 9.7.1 Retainage . . . . . . . 5.4.2, 9.7.3, 9.7.4 Review of Contract Documents by the Contractor . 1.2.2, 4.2 Royalties and Patents . . . . . . . . . . . . . 7.7 Safety of Persons and Property . . . . . . . . . . 10.2 Safety Precautions and Programs . . . . . . . . 2.2.4, 10.1 Samples, Shop Drawings and . . . . . . . . 2.2.13, 4.13 Schedule of Values . . . . . . . . . . . . . 9.2 Schedule, Progress . . . . . . . . . . . . 4.11 SEPARATE CONTRACTS . . . . . 6 Separate Contracts, Owner's Right to Award . . . . 6.1 Shop Drawings and Samples . . . . . . . . 2.2.13, 4.13 Site, Use of . . . . . . . . . . . . . . 4.14.1 Special Hazards Insurance . , . . . . . . . . . 11.3.5 Specifications, Organization of . . . . . . . . . .1.2.4 Steam Boiler and Machinery Insurance . . . . . . 11.3.2 Stopping the Work . . . . . . . . . . . . . 2.2.12 SUBCONTRACTORS . . . . . . . . . . . . . . 5 Subcontractor, Claims of . . . . . . . . . . 5.3.1.4 Subcontractor, Definition of . . . . . . . . . . .5.1.1 Subcontracts, Award of . . . . . . . . . . 1.2.4, 5.2 Subcontractual Relations . . . . . 5.3 Substantial Completion and Final Payment . . . .2.2.15, 9.7 Substantial Completion, Date of . . . . . . 2.2.15, 8.1.3 Sub - subcontractor, Definition of . . . . . . . . .5.1.2 Subsurface Conditions . . . . . . . . . . . 12.1.6 Successors and Assigns . . . . . . . 7.2 Supervision and Construction Procedures . . .4.3.1 Superintendent, Contractor's . . . . . . . . 4.9.1, 10.2.5 Surveys . . . . . . . . . . . . . . . . . .3.2.1 Taxes 4.6 Termination by the Contractor . . . . . . . . . . 14.1 Termination by the Owner . . . . . . . . . 14.2 TERMINATION OF THE CONTRACT . . . . . 14 Tests . . . . . . . . . . . . .2.2.12, 7.8 TIME . . . . . . . . . . . 8 Time, Definition of . . . . . . 8.1 Time, Delays and Extensions of . . . . . . 8.3, 12.1, 12.2 Title of Work . . . . . . . . . . . . . . . .9.3.3 UNCOVERING AND CORRECTION OF WORK . . . . . 13 Uncovering of Work . . . . . . . . . . . 13.1 Unit Prices . . . . . . . . . . . . . .12.1.3, 12.1.5 Use of Site . . . . . . . . . . . . . . . . . 4.14 Values, Schedule of . . . . . . . . . . . . . . 9.2 Waiver of Claims by the Contractor . . . . . . . .9.7.6 Waiver of Claims by the Owner . . . . . . . . 9.7.5 Warranty . . . . . . . 4.5, 9.3.3 Words, Recognized Meanings of . . . . . . . . . .1.2.3 Work, Definition of . . . . . . . . . . . . . .1.1.3 Written Notice . . . . . . . . . . . . . . . . 7.3 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • ALA SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 3 1 extent provided in tfie wise modified b Contract Documents to the Y written instrument which , unless other- With theontractor. The Architect will advise ll bcsho n tton If any such Owner, made until the earlier im, dispute or other j the Contractor shall be issued throw matter may be of the Owner's instructions to of 1 2.2.3 The Architect shall at all times have access to the 7 the date on which gh the Architect, his decision, or the Architect has rendered ork it is in preparation and 2 the tenth it shalt progress. The their evidence to the Architect or have been Architect r provide facilities for such access so the presented Documents, y perform his functions under the a reasonable o given } 2. .4 The Architect will Contract has not rendered his wri ten do so, if the Architect to familiarize 2.2.77 If a decision decision by that date. r himself make periodic vi and states that it is finalfbhe Architect is qualify of the generally with th to the site for arbitration of ut sub'ect to a made in writing Work Work and to determine in progress and a claim, 7 app In no demand is Proceed' general if the by such decision dispute or other Documents. O❑ g In accordance with the the date on may be made later than thirty da s afte an architect, he the basis of his on Contract the (late onwhich taelPa Party akin will observations g the demand received r progress of the Work keep the Owner informed thirty demand as said y da s' arbitration / Owner against defects and defiden nd to r fO of the Sion becoming Period Win result in the within Contractor, The guard the Contractor, g final and binding Architect's deci- exhaustive or Architect will not Work of the If the Architect rende�oa deciOwner a th continuous on- be required to ration proceed in and the 1 quality or quantity site inspections to make may be entered gs have been initiated, responsible for consotf UheioWork. The Architect will not be arbitration as evidence such decision Proceedin but will not supersede any sequences or procedures, means, methods, q Ptable. to the fechni techniques ce Proceedings except where the F programs in with for safe Parties concerned. decision is ac- connection with the h' Precautions and which The Architect will have be responsible for the Contractor's failure to the Work in accordance and he will not which does not conform to the thorn ! with the Contract Documents. t Whenever, Contrac� Documen[sk 2.2.5 Based on such rgout necessary orladvisareasonable l ure the Application Observations pent ° ^, he co s for pa and the on of the intent Pro consider, it ! the amounts owing to Architect will deterct s have authori °f the Contract Documents or' I Certificates for pa the Contractor and mtne °r ant portion the eio{ re the Contractor tomontsI he will in paragraph 9.4. yment in such amounts, will issue testin or to re p the Work 2*2,6 The as provided whether or as Work aProvided require stop Inspection or interpreter Architect will be, in the first instance, the or completed 0t such be then fabricated Subparagraph 8.2 Of the requirements However, neither the installed i menu and the jud e of the to act under this Sub Architect's both the g °{ the performance °ntract Docu- made by him in Paragraph 2.2,72 nor an authority Owner and Contractor, thereunder by exercise such good faith either to Y decision I within a reasonable time render r. The Architect authorit , exercise r he may deem necessar will, responsibility of the Archi5 auto iv a rise or not or to ress of the Y for the pro ^terpretations as contractor, an Contractory duty I Work. Per execution or Y of their a an 2.2.7 Claims, Prog- person perform1 gents or employees, or any Sub - between the disputes and other g an of the Work. Y other Contractor mattes in Samples The Architect will review Shop i execution or progress of the the Owner retain 4-13.8 lncla pr gra hs Of the Contract D Work g to the Provided in Subpara P Drawings and the Architect for decisioents shall °r the inferpretation P 4.73.7 through be referred initially a to 2.2.74 The thin a reasonable time, which he will render in cordance Architect I will prepare Chan writin with ATtiCle 72, and will have authority to in ac, 2.2.8 All interpretations g minor changes in the shall be consistent with the +dn decisions the 72'3'7' e Work as provided in Subparagraph t° order rnents. In of the Architect 2.2.75 The exercise his best efforts to interpreter and Docu- At jud e, mine the dates of subs atnftial Comt ins both the Owner and insure faithrul g he wilt ple[ion will receive written pections to deter - partiality to either. the Contractor and will by merits required b Pleiion and final com- will not show guarantees and related 2.2.9 The Architect's Contractor, and will Issue o Ira ct and assembled bdocu- artistic effect will be final if consistent Matters relating to 2'2.76 If the Certificate for pa Y the the Contract Do cu Owner and Architect agree, th Yment. menu, with the intent of t Ill Provide one or more Full -rime pr 2.2.10 An to assist the e Architect Y claim, dispute or other at the site. Architect '^ cart yin °lect Representatives referred to the Architect, except those re t that has authorit The duties, res gout his res effect as provided in sub been Y of an , Ponsibilities and limitations oltfof which have paragraph 2.2,9 and to artistic set forth in an such protect Representative shall be as Of final been waived b except any exhibit to he Payment as Y the making or acceptance Documents. incorporated in the Contract 9.7,6, shall be Provided in sub 2.2.17 The demand of part , fO arbitrationaUPOO the'7.5 and y of rheties, and either u authority responsibilities Y However, no deman wntten Architect as the limitations of d for arbitra- during construction as set forth in 7 AEA DOCUMENT in of these Presentative SEPT. "Ig67 m %7A 107AMGRCRAiI�ONDITIONS HE CONTRACT Ceneral Conch i through 7a THE OFT tO ^s will not be $71TUTE OF AR' R CHITECTS,S,v�R35 NFOR CONSTRUCTION modi- Eft' YORK AVENUE, I •ELEVENTH AVENUE, N.W„ WASHINGTOIN°N C AIA D.C. 20006 0 allowances shall cover the net cost of the materials and equipment delivered and unloaded at the site, and all applicable taxes. The Contractor's handling costs on the site, labor, installation costs, overhead, profit and other expenses contemplated for the original allowance shall be included In the Contract Sum and not in the allow- ance. The Contractor shall cause the Work covered by these allowances to be performed for such amounts and by such persons as the Architect may direct, but he will not be required to employ persons against whom he makes a reasonable objection. If the cost, when deter- mined, is more than or less than the allowance, the Con- tract Sum shall be adjusted accordingly by Change Order which will include additional handling costs on the site, labor, installation costs, overhead, profit and other ex- penses resulting to the Contractor from any increase over the original allowance. 4.9 SUPERINTENDENT 4.9.1 The Contractor shall employ a competent super- intendent and necessary assistants who shall be in at- tendance at the Project site during the progress of the Work. The superintendent shall be satisfactory to the Architect, and shall not be changed except with the con- sent of the Architect, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The superintendent shall represent the Contractor and all communications given to the superin- tendent shall be as binding as if given to the Contractor. Important communications will be confirmed in writing. Other communications will be so confirmed on written request in each case. 4.10 RESPONSIBILITY FOR THOSE PERFORMING THE WORK 4.10.1 The Contractor shall be responsible to the Owner for the acts and omissions of ail his employees and all Subcontractors, their agents and employees, and all other persons performing any of the Work under a contract with the Contractor. 4.11 PROGRESS SCHEDULE 4.11.1 The Contractor, immediately after being awarded the Contract, shall prepare and submit for the Architect's approval an estimated progress schedule for the Work. The progress schedule shall be related to the entire Proj- ect to the extent required by the Contract Documents. This schedule shall indicate the dates for the starting and completion of the various stages of construction and shall be revised as required by the conditions of the Work, subject to the Architect's approval. 4.12 DRAWINGS AND SPECIFICATIONS AT THE SITE 4.12.1 The Contractor shall maintain at the site for the Owner one copy of all Drawings, Specifications, Addenda, approved Shop Drawings, Change Orders and other Mod- ifications, in good order and marked to record all changes made during construction. These shall be available to the Architect. The Drawings, marked to record all changes made during construction, shall be delivered to him for the Owner upon completion of the Work. 4.13 SHOP DRAWINGS AND SAMPLES 4.13.1 Shop Drawings are drawings, diagrams, illustra- 0 tions, schedules, performance charts, brochures and other data which are prepared by the Contractor or any Sub- contractor, manufacturer, supplier or distributor, and which illustrate some portion of the Work, 4.13.2 Samples are physical examples furnished by the Contractor to illustrate materials, equipment or work- manship, and to establish standards by which the Work will be judged. 4.13.3 The Contractor shall review, stamp with his ap- proval and submit, with reasonable promptness and in orderly sequence so as to cause no delay in the Work or in the work of any other contractor, all Shop Draw- ings and Samples required by the Contract Documents or subsequently by the Architect as covered by Modifica- tions. Shop Drawings and Samples shall be properly identified as specified, or as the Architect may require. At the time of submission the Contractor shall inform the Architect in writing of any deviation in the Shop Draw- ings or Samples from the requirements of the Contract Documents. 4.13.4 By approving and submitting Shop Drawings and Samples, the Contractor thereby represents that he has determined and verified all field measurements, field con- struction criteria, materials, catalog numbers and similar data, or will do so, and that he has checked and coordi- nated each Shop Drawing and Sample with the require- ments of the Work and of the Contract Documents. 4.13.5 The Architect will review and approve Shop Drawings and Samples with reasonable promptness so as to cause no delay, but only for conformance with the de- sign concept of the Project and with the information given in the Contract Documents. The Architect's approv- al of a separate item shall not indicate approval of an assembly in which the item functions. 4.13.6 The Contractor shall make any corrections re- quired by the Architect and shall resubmit the required number of corrected copies of Shop Drawings or new Samples until approved. The Contractor shall direct spe- cific attention in writing or on resubmitted Shop Draw- ings to revisions other than the corrections requested by the Architect on previous submissions. 4.13.7 The Architect's approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the Archi- tect in writing of such deviation at the time of submis- sion and the Architect has given written approval to the specific deviation, nor shall the Architect's approval re- lieve the Contractor from responsibility for errors or omissions in the Shop Drawings or Samples. 4.13.8 No portion of the Work requiring a Shop Drawing or Sample submission shall be commenced until the submission has been approved by the Architect. All such portions of the Work shall be in accordance with ap- proved Shop Drawings and Samples. 4.14 USE OF SITE 4.14.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably en- cumber the site with any materials or equipment. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 7 1 I 1 I I I I 0 5.2.3 The Contractor shall not contract with any Sub- contractor or any person or organization proposed for portions of the Work designated In the bidding require- ments or, if none is so designated, with any Subcontractor proposed for the principal portions of the Work who has not been accepted by the Owner and the Architect. The Contractor will not be required to contract with any sub- contractor or person or organization against whom he has a reasonable objection. 5.2.4 If the Owner or the Architect requires a change of any proposed Subcontractor or person or organization previously accepted by them, the Contract Sum shall be increased or decreased by the difference in cost occa- sioned by such change and an appropriate Change Order shall be issued. 5.2.5 The Contractor shall not make any substitution for any Subcontractor or person or organization who has been accepted by the Owner and the Architect, unless the substitution is acceptable to the Owner and the Architect. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 All work performed for the Contractor by a Sub- contractor shall be pursuant to an appropriate agree- ment between the Contractor and the Subcontractor (and where appropriate between Subcontractors and Sub - subcontractors) which shall contain provisions that: .1 preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not preju- dice such rights; .2 require that such Work be performed in accord- ance with the requirements of the Contract Documents; .3 require submission to the Contractor of applica- tions for payment under each subcontract to which the Contractor is a party, in reasonable time to enable the Contractor to apply for pay- ment in accordance with Article 9; .4 require that all claims for additional costs, exten- sions of time, damages for delays or otherwise with respect to subcontracted portions of the Work shall be submitted to the Contractor (via any Subcontractor or Sub - subcontractor where appropriate) in the manner provided in the Con- tract Documents for like claims by the Contrac- tor upon the Owner; .5 waive all rights the contracting parties may have against one another for damages caused by fire or other perils covered by the property insurance described in Paragraph 11.3, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee under Paragraph 11.3; and .6 obligate each Subcontractor specifically to con- sent to the provisions of this Paragraph 5.3. 5,4 PAYMENTS TO SUBCONTRACTORS 5.4.1 The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, an amount equal to the percentage of completion allowed to the Contractor 9 on account of such Subcontractor's Work. The Contrac- tor shall also require each Subcontractor to make similar payments to his subcontractors. 5.4.2 If the Architect fails to issue a Certificate for Pay- ment for any cause which is the fault of the Contractor and not the fault of a particular Subcontractor, the Con- tractor shall pay that Subcontractor on demand, made at any time after the Certificate for Payment should other- wise have been issued, for his Work to the extent com- pleted, less the retained percentage. 5.4.3 The Contractor shall pay each Subcontractor a just share of any insurance moneys received by the Contractor under Article 11, and he shall require each Subcontractor to make similar payments to his subcontractors. 5.4.4 The Architect may, on request and at his discretion, furnish to any Subcontractor, if practicable, information regarding percentages of completion certified to the Con- tractor on account of Work done by such Subcontractors. 5.4.5 Neither the Owner nor the Architect shall have any obligation to pay or to see to the payment of any moneys to any Subcontractor except as may otherwise be required by law. ARTICLE 6 SEPARATE CONTRACTS 6.1 OWNER'S RIGHT TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to award other con- tracts in connection with other portions of the Project under these or similar Conditions of the Contract, 6.1.2 When separate contracts are awarded for different portions of the Project, "the Contractor" in the contract documents in each case shall be the contractor who signs each separate contract. 6.2 MUTUAL RESPONSIBILITY OF CONTRACTORS 6.2.1 The Contractor shall afford other contractors rea- sonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his Work with theirs. 6.2.2 If any part of the Contractor's Work depends for proper execution or results upon the work of any other separate contractor, the Contractor shall inspect and promptly report to the Architect any apparent discrepan- cies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Con- tractor so to inspect and report shall constitute an accept- ance of the other contractor's work as fit and proper to receive his Work, except as to defects which may develop in the other separate contractor's work after the execution of the Contractor's Work. 6.2.3 Should the Contractor cause damage to the work or property of any separate contractor on the Project, the Contractor shall, upon due notice, settle with such other contractor by agreement or arbitration, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor who shall defend AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 9 0 from the Owner, instruct the Contractor to order such special inspection, testing or approval, and the Con- tractor shall give notice as in Subparagraph 7.8.1. If such special inspection or testing reveals a failure of the Work to comply (1) with the requirements of the Contract Documents or (2), with respect to the performance of the Work, with laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, the Contractor shall bear all costs thereof, including the Architect's addi- tional services made necessary by such failure; otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued. 7.8.3 Required certificates of inspection, testing or ap- proval shall be secured by the Contractor and promptly delivered by him to the Architect. 7.8.4 If the Architect wishes to observe the inspections, tests or approvals required by this Paragraph 7.8, he will do so promptly and, where practicable, at the source of supply. 7.8.5 Neither the observations of the Architect in his Administration of the Construction Contract, nor inspec- tions, tests or approvals by persons other than the Con- tractor shall relieve the Contractor from his obligations to perform the Work in accordance with the Contract Documents. 7.9 INTEREST 7.9.1 Any moneys not paid when due to either party under this Contract shall bear interest at the legal rate in force at the place of the Project. 7.10 ARBITRATION 7.10.1 All claims, disputes and other matters in question arising out of, or relating to, this Contract or the breach thereof, except as set forth in Subparagraph 2.2.9 with respect to the Architect's decisions on matters relating to artistic effect, and except for claims which have been waived by the making or acceptance of final payment as provided by Subparagraphs 9.7.5 and 9.7.6, shall be de- cided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. This agreement so to arbitrate shall be specifically enforceable under the prevailing arbitration law. The award rendered by the arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. 7.10.2 Notice of the demand for arbitration shall be filed in writing with the other party to the Contract and with the American Arbitration Association, and a copy shall be filed with the Architect. The demand for arbitration shall be made within the time limits specified in Sub- paragraphs 2.2.10 and 2.2.11 where applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall it be made after institution of legal or equi- table proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. E 7.10.3 The Contractor shall carry on the Work and main- tain the progress schedule during any arbitration pro- ceedings, unless otherwise agreed by him and the Owner in writing. ARTICLE 8 I=. 8.1 DEFINITIONS 8.1.1 The Contract Time is the period of time allotted in the Contract Documents for completion of the Work. 8.1.2 The date of commencement of the Work is the date established in a notice to proceed. If there is no notice to proceed, it shall be the date of the Agreement or such other date as may be established therein. 8.1.3 The Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect when construction is sufficiently complete, in accordance with the Contract Documents, so the Owner may occupy the Work or designated portion thereof for the use for which it is intended. 8.2 PROGRESS AND COMPLETION 8.2.1 All time limits stated in the Contract Documents are of the essence of the Contract. 8.2.2 The Contractor shall begin the Work on the date of commencement as defined in Subparagraph 8.1.2. He shall carry the Work forward expeditiously with adequate forces and shall complete it within the Contract Time. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in the progress of the Work by any act or neglect of the Owner or the Architect, or by any employee of either, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Owner pending arbitration, or by any cause which the Architect determines may justify the delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. 8.3.2 All claims for extension of time shall be made in writing to the Architect no more than fifteen days after the occurrence of the delay; otherwise they shall be waived. In the case of a continuing cause of delay only one claim is necessary. 8.3.3 If no schedule or agreement is made stating the dates upon which written interpretations as set forth in Subparagraph 1.2.5 shall be furnished, then no claim for delay shall be allowed on account of failure to furnish such interpretations until fifteen days after demand is made for them, and not then unless such claim is reasonable. 8.3.4 This Paragraph 8.3 does not exclude the recovery of damages for delay by either party under other pro- visions of the Contract Documents. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® 11 SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 �t I I i r I I I THE AMERICAN INSTITUTE OF ARCHITECTS 9 AEJ CfIYED PIILIC NORKS ,,� SEP17 ��1,ptY OF ' ORT BFAru AJA Document A201 General Conditions of the Contract for Construction TABLE OF ARTICLES 1. CONTRACT DOCUMENTS 2. ARCHITECT 3. OWNER 4. CONTRACTOR 5. SUBCONTRACTORS 6. SEPARATE CONTRACTS 7. MISCELLANEOUS PROVISIONS 8. TIME 9. PAYMENTS AND COMPLETION 10. PROTECTION OF PERSONS AND PROPERTY 11. INSURANCE 12. CHANGES IN THE WORK 13. UNCOVERING AND CORRECTION OF WORK 14. TERMINATION OF THE CONTRACT Copyright 1911, 1915, 1916, 1925, 1937, 1951, 1958, 1961, 1963, 1966, © 1967 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20W6. Reproduction of the material herein or substantial quotation of its provi- sions without permission of The AIA violates the copyright laws of the United States and will be subject to legal prosecution. This document has important legal consequences; consultation with an attorney is encouraged with respect to its comple- tion or modification. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . ELEVENTH EDITION • AIA SEPT. 1967 O 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2W% 1 • INDEX Acceptance of Defective or Nonconforming Work . . . 13.3 Access to Work . . . . . . . . . . . . .2.2.3 Accident Prevention . . . . . . . 2.2.4, 10 Additional Costs or Time, Claims for . . . . . . . 12.2.1 Additional Work . . . . . . . . . . . . . . . 12 Administration of the Contract . . . . . . . . 2.2 Agreement, Extent of . . . . . . . . . . . . . 1.1, 1.2 Allowances, Cash . . . . . . . . . .4.8.1 Applications for Payment . 2.15, 9.2.1, 9.3.1, 9.3.3, 9.4.1, 9.4.2, 9.5.1, 9.6.1, 9.7.2 Arbitration, Owner - Contractor Claims and . 10.1, 10.2 Disputes . , . . . . . . . 2.2.6 through 12.12, 7.10 ARCHITECT . . . . . . . . . . . . . 2 Architect, Definition of . . . . . . . . . . . 2.1 Architect's Access to the Work . . . .2.2.3 Architect's Authority . 2.2.2, 2.2.12, 2.2.14, 2.2.17, 4.17, 12.1.2 Architect's Authority to Reject Work . . . . . . . 2.2.12 Architect's Authority to Stop the Work . 2.2.12 Architect's Decisions . . . . 2.2.6 through 2.2.12 Architect's Interpretations . 1.25, 2.2.6 through 2.2.11, 12.1.6 Architect's Full -time Project Representative . . . . . 2.2.16 Architect's Status . . . . 2.2 Architect's Visits to Site . . . . . 2.2.3, 22.4, 2.2.15, 7.8, 91 Bonds, Contract (Performance, Labor and . . . . 6.3 Material Payment) . . . . 7.5 Builder's Risk Insurance (See Property Insurance) . . . . 11.3 Cash Allowances . . . . . . . . . . . . . . .4.8.1 Certificates for . 7.6.1, 13.3.1 Payment . . 2.2.5, 2.2.15, 5.4.2, 9.4, 9.5.1, 9.6.1, 9.7.2 CHANGES IN THE WORK . . . . . 12 Changes, Minor . . . . . . . . . . 2.2.14, 123 Change Orders . . . . . . 2.2.14, 4.8.1, 12.1 Change Orders, Definition of . . . . . . . . 12.1.2 Claims and Disputes Between the Contractor Drawings and Specifications, Ownership of . . and the Owner 2.2.6 through 2.2.12, 7.10 Claims for Additional Cost or Time 8.3.2, 8.3.3, 12.1.6, 12.1.7, . . . .1.2.4 12.2 Claims for Damages . . . . . . . . . . . . .7.4, 8.3 Claims of the Subcontractor . . . . . . . . . . 5.3.1.4 Cleaning up . . . . . 4.16, 6.4 Codes . . . . . . . . . . 4.7.2, 10,2.2 Commencement of the Work . . . . 7.5.1, 8.1,2 Communications . . . 2.2.2, 3.2.4, 4.9.11 4.17 COMPLETION, PAYMENTS AND 9 Completion, Substantial . . . . . . . . 2.2.15, 8.1.3, 9.7 Contract, Definition of . . . . . . . . . . . . .1.1.2 Contract Bonds . . . . . . . . . . . 7.5 CONTRACT DOCUMENTS . . . . . . 1 Contract Documents, Copies Furnished and . . . 11.3.1 Ownership of . . . . . . 1.3 Contract Documents, Definition of . . . . . . . 1.1.1 Contract Documents, Execution, Correlation Intent and Interpretations . . . . . . 1.2 Contract Modifications . . . . . . . 1.1.1, 1.2.5, 12 Contract Sum, Changes of . . . . . . . . . . 12.1, 12.2 Contract Sum, Definition of . . . . . . . . . 9.1.1 Contract Termination by Contractor . . . . . . . . 14.1 Contract Termination by Owner . , . . . . . . . . 14,2 Contract Time . . . . . . . . . . . . . . . .8.1.1 Guarantee Bonds . . . . . . . . . . . . 7.5 Contracts, Separate . . . . . . . . . . . . . . 6.1 CONTRACTOR . . . . . . . . . . . . 4 Contractor, Definition of . . . . . . . . 4.1 Contractor, Stopping the Work by the . . . . . . 9.6.1 Contractor, Termination of the Contract by the . . . . . 14.1 Contractor's Liability Insurance . . . . . . . . . . 11.1 Contractor's Relations with Subcontractors . . . . 1.244, 5.3 Contractor's Responsibility for Protection Insurance, Contractor's Liability . . . . . . and Safety . . . . . . . . 10.1, 10.2 Contractor's Responsibility for Those Vandalism, and Malicious Mischief . Performing the Work . . . . . . . . 410 Contractor's Review of Contract Documents . . . 1.2.2, 4.2 Contractor's Superintendent . . . . . . 4.9.1, 10.2.5 Contractor's Supervision and Construction Procedures . . . . . . . 4.3 Contractors, Mutual Responsibility of . . . . . 6.2 Copies Furnished of Drawings and Specifications . . . . 1.3.1 Correction of Work . . . . . . . . . . 13.2 Cutting and Patching of Work . . . . . . . . . . 4.15 Cutting and Patching Under Separate Contracts . . . . 6.3 Damages, Claims for . . . . . . . . . . . .7.4, 8.3 Damages for Delay . . . . . . . . . . . . . .8.3.4 Debris Removal . . . . . . . . . 4.16, 6.4 Deductions for Uncorrected Work . . . . . . 7.6.1, 13.3.1 Defective or Non - Conforming Work, Acceptance of . . . . . . . . . . . 13.3 Delays and Extensions of Time . . . . . . . . . . 8.3 Documents, Execution of the Contract . , . . . . . . 1.2.1 Drawings and Specifications at the Site . . . . . 4.12 Drawings and Specifications, Ownership of . . . . . .1.3.2 Drawings, Arrangement of . . . . . . . . . . .1.2.4 Drawings as Written Interpretations . . . . . . . .1.2.5 Easements . . . . . . . . . . . . . . . . .3.2.2 Emergencies . . . . . . . . . . 10.3 Execution, Correlation, Intent and Interpretations of the Contract Documents . . . . . . . 12 Extensions of Time . . . . . . . . . . 8.3, 12.1, 12.2 Extras . . . . . . . . . . . . . . . . . . . 12 Failure of Payment . . . . . . . . . 9.6 Field Orders . . . . . . . . . . . 1.2.5, 12.3, 12.4 Final Payment . . . . . . . . . . . . . . 9.7 Fire, Extended Coverage, Vandalism and Malicious Mischief Insurance . . . . . . . . . 11.3.1 Guarantee Bonds . . . . . . . . . . . . 7.5 Guarantee . . . . . . . . . . . 9.3.3, 13.2.2, 13.2.7 Indemnification . . . . . . 4.18 Information and Services Required of the Owner . 3.2 Inspections . . . . . . . . . . 2.2.15, 7.8, 9.7 Instructions to the Contractor, . . . . . . . 2.2.2, 3.2.4 INSURANCE . . . . . . . . . . 11 Insurance, Builders Risk (See Property Insurance) . . . . . . . . . 11.3.1 Insurance, Contractor's Liability . . . . . . . . . . 11.1 Insurance, Fire, Extended Coverage, Vandalism, and Malicious Mischief . 11.3.1 Insurance, Loss of Use . . . . . . . . . . . 11.4 Insurance, Owner's Liability . . . . . . . . . . . 11,2 2 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 E .5 damage to another contractor, .6 reasonable indication that the Work will not be completed within the Contract Time, or .7 unsatisfactory prosecution of the Work by the Contractor. 9.5.2 When the above grounds in Subparagraph 9.51 are removed, payment shall be made for amounts with- held because of them. 9.6 FAILURE OF PAYMENT 9.6.1 If the Architect should fail to issue any Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner should fail to pay the Con- tractor within seven days after the date of payment es- tablished in the Agreement any amount certified by the Architect or awarded by arbitration, then the Contrac- tor may, upon seven additional days' written notice to the Owner and the Architect, stop the Work until pay- ment of the amount owing has been received. 9.7 SUBSTANTIAL COMPLETION AND FINAL PAYMENT 9.7.1 When the Contractor determines that the Work or a designated portion thereof acceptable to the Owner is substantially complete, the Contractor shall prepare for submission to the Architect a list of items to be com- pleted or corrected. The failure to include any items on such list does not alter the responsibility of the Con- tractor to complete all Work in accordance with the Contract Documents. When the Architect on the basis of an inspection determines that the Work is substantially complete, he will then prepare a Certificate of Substantial Completion which shall establish the Date of Substantial Completion, shall state the responsibilities of the Owner and the Contractor for maintenance, heat, utilities, and insurance, and shall fix the time within which the Con- tractor shall complete the items listed therein, said time to be within the Contract Time unless extended pursuant to Paragraph 8.3. The Certificate of Substantial Comple- tion shall be submitted to the Owner and the Contractor for their written acceptance of the responsibilities as- signed to them in such Certificate. 9.7.2 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon re- ceipt of a final Application for Payment, the Architect will promptly make such inspection and, when he finds the Work acceptable under the Contract Documents and the Contract fully performed, he will promptly issue a final Certificate for Payment stating that to the best of his knowledge, information and belief, and on the basis of his observations and inspections, the Work has been completed in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor, and noted in said final Certificate, is due and payable. 9.7.3 Neither the final payment nor the remaining re- tained percentage shall become due until the Contractor submits to the Architect (1) an Affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his 0 property might in any way be responsible, have been paid or otherwise satisfied, (2) consent of surety, if any, to final payment and (3), if required by the Owner, other data establishing payment or satisfaction of all such ob- ligations, such as receipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be designated by the Owner. If any Subcontrac- tor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify him against any such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in dis- charging such lien, including all costs and reasonable at- torneys' fees. 9.7.4 If after Substantial Completion of the Work final completion thereof is materially delayed through no fault of the Contractor, and the Architect so confirms, the Owner shall, upon certification by the Architect, and with- out terminating the Contract, make payment of the bal- ance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than the retainage stipu- lated in the Agreement, and if bonds have been furnished as required in Subparagraph 7.5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 9.7.5 The making of final payment shall constitute a waiver of all claims by the Owner except those arising from: 1 unsettled liens, .2 faulty or defective Work appearing after Substan- tial Completion, .3 failure of the Work to comply with the require- ments of the Contract Documents, or .4 terms of any special guarantees required by the Contract Documents, 9.7.6 The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those pre- viously made in writing and still unsettled. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take all reasonable pre- AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA Q 13 SEPT. 3967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 i I � r I � ' IF t ,I I I I I I i1 f L r 1 1 i 1 , 11 I 1 I w 1 I I r t I I f 1 t 1 I 1 s C I LI E3 Insurance, Property . . . . . . . . . . . . . 11.3 Insurance, Special Hazards . . . 11.3.5 Insurance, Steam Boiler and Machinery . . . . . . 11.3.2 Interest . . . . . . . . . . . . .7.9.1 Interpretations and Decisions . . . . . . 6.2 of the Architect . . . . . . . . 2.2.6 through 2.212 Inteirpretations, Written . 1.1.1, 1.2.5, 12.3, 12.4 Labor aaterials . . . . . . . . . .4.4, 43 Labor and Material Payment Bond . . . . . . . . . 7.S Law of the Place . . . . . . . . . , 7.1 Laws . . . . . . . . . . . . . . 4.6, 4.7, 7.1, 10.2 Liens . . . . . . . . . . . . . 9.7.3, %73 Loss of Use Insurance . . . . . . . . . . . . 11.4.1 Materials, Labor and . . . . . . . .4.4, 4.5 Minor Changes In The Work . . . . . . .1.1.1, 12.3, 12.4 MISCELLANEOUS PROVISIONS . . . . . . . . . . 7 Modifications to the Contract . . . . . . . . . 1.1.1, 12 Mutual Responsibility of Contractors . . . . . . . . 6.2 Non - Conforming Work, Acceptance of Defective or . . . . . . . . . . 13.3.1 Notice of Testing and Inspections . . . . . . . . . 7.8 Notice to proceed . . . . . . . . . . .8,1.2 Notices, Permits, Fees and . . . . . . . . . . . . 4.7 OWNER . . . . . . . . . . . 3 Owner, Definition of . . . . . . 3.1 Owner, Termination of the Contract by the . . . . . . 14.2 Owner's Information and Services . . . . . . . . . 3.2 Owner's Liability Insurance . . . . . . . . 11.2 Owner's Right to Carry Out the Work . . . . . 7.6 Owner's Right to Clean Up . . . . . . . 4.16.2, 6.4 Owner's Right to Award Separate Contracts . . . . . . 6.1 Ownership of Drawings and Specifications . . . . . . 1.3.2 Patching of Work . . . . . . . . . . . . . . . 4.15 Patching of Work Under Separate Contracts . . . . . 6.3 Patents, Royalties and . . . . . . . . . . . . .7.7.1 PAYMENTS AND COMPLETION . . . . . . . . 9 Payment, Applications for . 2.2.5, 9.2.1, 9.3.1, 9.3.3, 9.4.1, 9.4.2, 9.5.1, 9.6.1, 9.7.2 Payment, Site, Use of . . . . . . . . . . . . Certificates for . 2.2.5, 2.2.15, 5.4.2, 9.4, 9.5.1, 9.6.1, 9.7.2 Payment, Failure of . . . . . . . . . 9.6 Payment, Final . . . . . . . . . . . . . .2.2.10, 9.7 Payments, Progress . . . . . . . . . . . . .9.3, 9.4 Payments to Subcontractors . . . . . . . . . . . 5.4 Payments Withheld . . . . . . . . . . . . . . 9.5 Performance Bond . . . . . . . . . . . . 7.5 Permits, Fees and Notices . . . . . 4.7 PERSONS AND PROPERTY, PROTECTION OF . . . . . 10 Progress and Completion . . . . . . . . . . 8.2 Progress Payments . . . . . . . . . . . . . 9.3, 9.4 Progress Schedule . . . . . . . . . . . . 4.11 Project, Definition of . . . . . . . . . . . .1.1.4 Project Loss or Damage Insurance . . . . . . . . . 11.3 Project Representatives, Full -time . . . . . . . . 2.2.16 0 Property Insurance . . . . . . . . . . 11.3 PROTECTION OF PERSONS AND PROPERTY .. . . . . 10 Regulations . . . . . . . . . . . 4.7.2, 10.2.2 Rejection of Work . . . . . . . . 2.2.12, 13.2 Releases of Waivers and Liens . . . 9.7.3, 9.73 Responsibility for Those Performing the Work .4.10, 9.7.1 Retainage . . . 5.4.2, 9.7.3, 9.7.4 Review of Contract Documents by the Contractor . 1.2.2, 4.2 Royalties and Patents . . . . . . . . . . . . . 7.7 Safety of Persons and Property . . . . . . . 10.2 Safety Precautions and Programs . . . . . . . .2.2.4, 10.1 Samples, Shop Drawings and . . . . . . . 2.1.13, 4.13 Schedule of Values . . . . . . . . . . . . 9.2 Schedule, Progress . . . . . . . . . . . . . 4.11 SEPARATE CONTRACTS . . . . . . . . . 6 Separate Contracts, Owner's Right to Award . . . . . . 6.1 Shop Drawings and Samples . . . . . . . . 2.2,13, 4.13 Site, Use of . . . . . . . . . . . . . . 4.14.1 Special Hazards Insurance . . . . . . . . . . . 11.3.5 Specifications, Organization of . . . . . . . . . .1.1.4 Steam Boiler and Machinery Insurance . . . . . . 11.3.2 Stopping the Work . . . . . . . . . . . . . 2.2.12 SUBCONTRACTORS . . . . . . . . . . . . . . 5 Subcontractor, Claims of . . . . . . . . . . . 5.3.1.4 Subcontractor, Definition of . . . . . . . . . . . 5.1.1 Subcontracts, Award of . . . . . . 1.2.4, 5.2 Subcontractual Relations . . . . . 5.3 Substantial Completion and Final Payment . . . .2.2.15, 9.7 Substantial Completion, Date of . . . . . . 2.2.15, 8.1.3 Sub - subcontractor, Definition of . . . . . . . . .5.1.2 Subsurface Conditions . . . . . . . . . . . 12.1.6 Successors and Assigns . . . . . . . 7.2 Supervision and Construction Procedures . . .4.3.1 Superintendent, Contractor's . . . . . . . . 4.9.1, 10.2.5 Surveys . . . . . . . . . . . . . . . . . .3.2.1 Taxes . . . . . . . . . . . . . . . . . . 4.6 Termination by the Contractor . . . . . . . . . . 14.1 Termination by the Owner . . . . . . . . . . . 14.2 TERMINATION OF THE CONTRACT . . . . . . 14 Tests . . . . . . . . . . . . . . .2.2.12, 7.8 TIME . . . . . . . . 8 Time, Definition of . . . . . . 8.1 Time, Delays and Extensions of . . . . . . 8.3, 12.1, 12.2 Title of Work . . . . . . . . . . . . . . . .9.3.3 UNCOVERING AND CORRECTION OF WORK . . . . . 13 Uncovering of Work . . . . . . . . . . . 13.1 Unit Prices . . . . . . . . . . . . . . 12.1.3, 12.1.5 Use of Site . . . . . . . . . . . . . . . . . 4.14 Values, Schedule of . . . . . . . . . . . . . . 9.2 Waiver of Claims by the Contractor . . . . . . .9.7.6 Waiver of Claims by the Owner . . . . . . . .9.7.5 Warranty . . . . . . . 4.5, 9.3.3 Words, Recognized Meanings of . . . . . . . . . .1.2.3 Work, Definition of . . . . . . . . . . . . . .1.1.3 Written Notice . . . . . . . . . . . . . . . . 7.3 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1 967 G) 1 %7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 III 41 0 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 CONTRACT DOCUMENTS 1.1 DEFINMONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, all Addenda issued prior to execution of the Agreement, and all Modifications thereto. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a written interpretation issued by the Architect pursuant to Subparagraph 1.2.5, or (4) a written order for a minor change in the Work issued by the Architect pursuant to Paragraph 12.3. A Modification may be made only after execution of the Contract. 1.1.2 THE CONTRACT The Contract Documents form the Contract. The Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral, including the bidding documents. The Contract may be amended or modified only by a Modification as defined in Subparagraph 1.1.1. 1.1.3 THE WORK The term Work includes all labor necessary to produce the construction required by the Contract Documents, and all materials and equipment incorporated or to be incorporated in such construction. 1.1.4 THE PROJECT The Project is the total construction designed by the Architect of which the Work performed under the Con- tract Documents may be the whole or a part. 1.2 EKECUTION, CORRELATION, INTENT AND INTERPRETATIONS 1.2.1 The Contract Documents shall be signed in not less than triplicate by the Owner and Contractor. If either the Owner or the Contractor or both do not sign the Condi- tions of the Contract, Drawings, Specifications, or any of the other Contract Documents, the Architect shall identify them. 1.2.2 By executing the Contract, the Contractor represents that he has visited the site, familiarized himself with the local conditions under which the Work is to be per- formed, and correlated his observations with the require- ments of the Contract Documents. 1.2.3 The Contract Documents are complementary, and what is required by any one shall be as binding as if required by all. The intention of the Documents is to include all labor, materials, equipment and other items as provided in Subparagraph 4.4.1 necessary for the proper execution and completion of the Work. It is not intended that Work not covered under any heading, section, branch, class or trade of the Specifications shall be supplied unless it is required elsewhere in the Contract Documents or is reasonably inferable therefrom as being necessary to pro- duce the intended results. Words which have well -known technical or trade meanings are used herein in accordance with such recognized meanings. 1.2.4 The organization of the Specifications into divi- sions, sections and articles, and the arrangement of Draw- ings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.23 Written interpretations necessary for the proper execution or progress of the Work, in the form of draw- ings or otherwise, will be issued with reasonable prompt- ness by the Architect and in accordance with any schedule agreed upon. Such interpretations shall be consistent with and reasonably inferable from the Contract Documents, and may be effected by Field Order. 1.3 COPIES FURNISHED AND OWNERSHIP 1.3.1 Unless otherwise provided in the Contract Docu- ments, the Contractor will be furnished, free of charge, all copies of Drawings and Specifications reasonably nec- essary for the execution of the Work. 1.3.2 All Drawings, Specifications and copies thereof furnished by the Architect are and shall remain his prop- erty. They are not to be used on any other project, and, with the exception of one contract set for each party to the Contract, are to be returned to the Architect on re- quest at the completion of the Work. ARTICLE 2 ARCHITECT 2.1 DEFINITION 2.1.1 The Architect is the person or organization identi- fied as such in the Agreement and is referred to through- out the Contract Documents as if singular in number and masculine in gender. The term Architect means the Archi- tect or his authorized representative. 2.1.2 Nothing contained in the Contract Documents shall create any contractual relationship between the Architect and the Contractor. 2.2 ADMINISTRATION OF THE CONTRACT 2.2.1 The Architect will provide general Administration of the Construction Contract, including performance of the functions hereinafter described. 2.2.2 The Architect will be the Owner's representative during construction and until final payment. The Architect will have authority to act on behalf of the Owner to the 4 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - ELEVENTH EDITION . AIA O SEPT. 1 %7 p 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 0 extent provided in the Contract Documents, unless other- wise modified by written instrument which will be shown to the Contractor. The Architect will advise and consult with the Owner, and all of the Owner's instructions to the Contractor shall be issued through the Architect. 2.2.3 The Architect shall at all times have access to the Work wherever it is in preparation and progress. The Contractor shall provide facilities for such access so the Architect may perform his functions under the Contract Documents. 2.2.4 The Architect will make periodic visits to the site to familiarize himself generally with the progress and quality of the Work and to determine in general if the Work is proceeding in accordance with the Contract Documents. On the basis of his on -site observations as an architect, he will keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies—in the Work of the Contractor. The Architect will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. The Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, and he will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. 2.2.5 Based on such observations and the Contractor's Applications for Payment, the Architect will determine the amounts owing to the Contractor and will issue Certificates for Payment in such amounts, as provided in Paragraph 9.4. 2.2.6 The Architect will be, in the first instance, the interpreter of the requirements of the Contract Docu- ments and the judge of the performance thereunder by both the Owner and Contractor. The Architect will, within a reasonable time, render such interpretations as he may deem necessary for the proper execution or prog- ress of the Work. 2.2.7 Claims, disputes and other matters in question between the Contractor and the Owner relating to the execution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Architect for decision which he will render in writing within a reasonable time. 2.2.8 All interpretations and decisions of the Architect shall be consistent with the intent of the Contract Docu- ments. In his capacity as interpreter and judge, he will exercise his best efforts to insure faithful performance b both the Owner and the Contractor and will not show partiality to either. 2.2.9 The Architect's decisions in matters relating t artistic effect will be final if consistent with the intent o the Contract Documents. 2.2.10 Any claim, dispute or other matter that has bee referred to the Architect, except those relating to artisti I effect as provided in Subparagraph 2.2.9 and except an which have been waived by the making or acceptant of final payment as provided in Subparagraphs 9.7.5 an 9.7.6, shall be subject to arbitration upon the writte demand for arbitr tion of any such claim, dispute or other matter may be made until the earlier of: .1 the date on which the Architect has rendered his decision, or .2 the tenth day after the parties have presented their evidence to the Architect or have been given '? a reasonable opportunity to do so, if the Architect has not rendered his written decision by that date. 2.2.11 If a decision of the Architect is made in writing and states that it is final but subject to appeal, no demand for arbitration of a claim, dispute or other matter covered by such decision may be made later than thirty days after the date on which the party making the demand received the decision. The failure to demand arbitration within said thirty days' period will result in the Architect's deci- sion becoming final and binding upon the Owner and the Contractor. If the Architect renders a decision after arbi- tration proceedings have been initiated, such decision may be entered as evidence but will not supersede any arbitration proceedings except where the decision is ac- ceptable to the parties concerned. 2.2.12 The Architect will have authority to reject Work which does not conform to the Contract Documents. Whenever, in his reasonable opinion, he considers it necessary or advisable to insure the proper implementa- tion of the intent of the Contract Documents, he will have authority to require the Contractor to stop the Work or any portion thereof, or to require special inspection or testing of the Work as provided in Subparagraph 7.8.2 whether or not such Work be then fabricated, installed or completed. However, neither the Architect's authority to act under this Subparagraph 2.2.12, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Architect to the Contractor, any Sub- contractor, any of their agents or employees, or any other person performing any of the Work. Samples as provided nlllSubpar graphs 4..1311 through 4.13.8 inclusive. - 2.2.14 The Architect will prepare Change Orders in ac- cordance with Article 12, and will have authority to order minor changes in the Work as provided in Subparagraph 12.3.1. 2.2.15 The Architect will conduct inspections to deter- mine the dates of Substantial Completion and final com- pletion, miens receive the Contractnandsasembleddbyothe Y Contractor, and will issue a final Certificate for Payment. 2.2.16 If the Owner and Architect agree, the Architect o will provide one or more Full -time Project Representatives f to assist the Architect in carrying out his responsibilities at the site. The duties, responsibilities and limitations of n authority of any such Project Representative shall be as set forth in an exhibit to be incorporated in the Contract C Documents. Y e 2.2.17 The duties, responsibilities and limitations of d authority of the Architect as the Owner's representative n during construction as set forth in Articles 1 through 14 demand of either party. However, no a a- inclusive of these General Conditions will not be modi- t - AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1967 © 1%7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20DD6 i I �'ir fied or extended without written consent of the Owner and the Architect which will be shown to the Contractor. 2.2.18 The Architect will not be responsible for the acts or omissions of the Contractor, any Subcontractors, or any of their agents or employees, or any other persons per- forming any of the Work. 2.2.19 In case of the termination of the employment of the Architect, the Owner shall appoint an architect against whom the Contractor makes no reasonable objec- tion, whose status under the Contract Documents shall be that of the former architect. Any dispute in connec- tion with such appointment shall be subject to arbitration. ARTICLE 3 OWNER 3.1 DEFINITION 3.1.1 The Owner is the person or organization identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Owner means the Owner or his authorized representative. 3.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 3.2.1 The Owner shall furnish all surveys describing the physical characteristics, legal limits and utility locations for the site of the Project. 3.2.2 The Owner shall secure and pay for easements for permanent structures or permanent changes in existing facilities. 3.2.3 Information or services under the Owner's control shall be furnished by the Owner with reasonable prompt- ness to avoid delay in the orderly progress of the Work. 3.2.4 The Owner shall issue all instructions to the Con- tractor through the Architect. 3.2.5 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and especially those in respect to Payment and Insurance in Articles 9 and 11 respectively. ARTICLE 4 CONTRACTOR 4.1 DEFINITION 4.1.1 The Contractor is the person or organization identi- fied as such in the Agreement and is referred to through- out the Contract Documents as if singular in number and masculine in gender. The term Contractor means the Contractor or his authorized representative. 4.2 REVIEW OF CONTRACT DOCUMENTS 4.2.1 The Contractor shall carefully study and compare the Agreement, Conditions of the Contract, Drawings, Specifications, Addenda and Modifications and shall at once report to the Architect any error, inconsistency or omission he may discover; but the Contractor shall not be liable to the Owner or the Architect for any damage re- sulting from any such errors, inconsistencies or omissions. The Contractor shall do no Work without Drawings, Speci- fications or interpretations. 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES 4.3.1 The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely re- sponsible for all construction means, methods, techniques, sequences and procedures and for coordinating all por- tions of the Work under the Contract. 4.4 LABOR AND MATERIALS 4.4.1 Unless otherwise specifically noted, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and comple- tion of the Work. 4.4.2 The Contractor shall at all times enforce strict dis- cipline and good order among his employees and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. 4.5 WARRANTY 4.5.1 The Contractor warrants to the Owner and the Architect that all materials and equipment furnished un- der this Contract will be new unless otherwise specified, and that all Work will be of good quality, free from faults and defects and in conformance with the Contract Docu- ments. All Work not so conforming to these standards may be considered defective. If required by the Archi- tect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 4.5.2 The warranty provided in this Paragraph 4.5 shall be in addition to and not in limitation of any other war- ranty or remedy required by law or by the Contract Documents. 4.6 TAXES 4.6.1 The Contractor shall pay all sales, consumer, use an other similar taxes required by law. 4.7 PERMITS, FEES AND NOTICES 4.7.1 The Contractor shall secure and pay for all permits, governmental fees and licenses necessary for the proper execution and completion of the Work. 4.7.2 The Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and orders of any public authority bearing on the performance of the Work. If the Contractor observes that any of the Contract Documents are at variance therewith in any respect, he shall promptly notify the Architect in writing, and any necessary changes shall be adjusted by appropri- ate Modification. If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Architect, he shall assume full responsibility therefor and shall bear all costs attributable thereto. 4.8 CASH ALLOWANCES 4.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. These 6 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • ALA SEPT. 1967 © 1 %7 THE AMERICAN INSTITUTE Or ARCHITECT$, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 t 1 I s t i { i I 1 I I F I 1 1 I I r I I I I I , • allowances shall cover the net cost of the materials and equipment delivered and unloaded at the site, and all applicable taxes. The Contractor's handling costs on the site, labor, installation costs, overhead, profit and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allow- ance. The Contractor shall cause the Work covered by these allowances to be performed for such amounts and by such persons as the Architect may direct, but he will not be required to employ persons against whom he makes a reasonable objection. If the cost, when deter- mined, is more than or less than the allowance, the Con- tract Sum shall be adjusted accordingly by Change Order which will include additional handling costs on the site labor, installation costs, overhead, profit and other ex- penses resulting to the Contractor from any increase over the original allowance. 4.9 SUPERINTENDENT 4.9.1.The Contractor shall employ a competent super- intendent and necessary assistants who shall be in at- tendance at the Project site during the progress of the Work. The superintendent shall be satisfactory to the Architect, and shall not be changed except with the con- sent of the Architect, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The superintendent shall represent the Contractor and all communications given to the superin- tendent shall be as binding as if given to the Contractor. Important communications will be confirmed in writing. Other communications will be so confirmed on written request in each case. 4.10 RESPONSIBILITY FOR THOSE PERFORMING THE WORK 4.10.1 The Contractor shall be responsible to the Owner for the acts and omissions of all his employees and all Subcontractors, their agents and employees, and all other persons performing any of the Work under a contract with the Contractor. 4.11 PROGRESS SCHEDULE 4.11.1 The Contractor, immediately after being awarded the Contract, shall prepare and submit for the Architect's approval an estimated progress schedule for the Work. The progress schedule shall be related to the entire Proj- ect to the extent required by the Contract Documents. This schedule, shall indicate the dates for the starting and completion of the various stages of construction and shall be revised as required by the conditions of the Work, subject to the Architect's approval. 4.12 DRAWINGS AND SPECIFICATIONS AT THE SITE 4.12.1 The Contractor shall maintain at the site for the Owner one copy of all Drawings, Specifications, Addenda, approved Shop Drawings, Change Orders and other Mod- ifications, in good order and marked to record all changes made during construction. These shall be available to the Architect. The Drawings, marked to record all changes made during construction, shall be delivered to him for the Owner upon completion of the Work. 4.13 SHOP DRAWINGS AND SAMPLES 4.13.1 Shop Drawings are drawings, diagrams, illustra- 1] tions, schedules, performance charts, brochures and other data which are prepared by the Contractor or any Sub- contractor, manufacturer, supplier or distributor, and which illustrate some portion of the Work. 4.13.2 Samples are physical examples furnished by the Contractor to illustrate materials, equipment or work- manship, and to establish standards by which the Work will be judged. 4.13.3 The Contractor shall review, stamp with his ap- proval and submit, with reasonable promptness and in orderly sequence so as to cause no delay in the Work or in the work of any other contractor, all Shop Draw- ings and Samples required by the Contract Documents or subsequently by the Architect as covered by Modifica- tions. Shop Drawings and Samples shall be properly identified as specified, or as the Architect may require. At the time of submission the Contractor shall inform the Architect in writing of any deviation in the Shop Draw- ings or Samples from the requirements of the Contract Documents. 4.13.4 By approving and submitting Shop Drawings and Samples, the Contractor thereby represents that he has determined and verified all field measurements, field con- struction criteria, materials, catalog numbers and similar data, or will do so, and that he has checked and coordi- nated each Shop Drawing and Sample with the require- ments of the Work and of the Contract Documents. 4.13.5 The Architect will review and approve Shop Drawings and Samples with reasonable promptness so as to cause no delay, but only for conformance with the de- sign concept of the Project and with the information given in the Contract Documents. The Architect's approv- al of a separate item shall not indicate approval of an assembly in which the item functions. 4.13.6 The Contractor shall make any corrections re- quired by the Architect and shall resubmit the required number of corrected copies of Shop Drawings or new Samples until approved. The Contractor shall direct spe- cific attention in writing or on resubmitted Shop Draw- ings to revisions other than the corrections requested by the Architect on previous submissions. 4.13.7 The Architect's approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the Archi- tect in writing of such deviation at the time of submis- sion and the Architect has given written approval to the specific deviation, nor shall the Architect's approval re- lieve the Contractor from responsibility for errors or omissions in the Shop Drawings or Samples. 4.13.6 No portion of the Work requiring a Shop Drawing or Sample submission shall be commenced until the submission has been approved by the Architect. All such portions of the Work shall be in accordance with ap- proved Shop Drawings and Samples. 4.14 USE OF SITE 4.14.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably en- cumber the site with any materials or equipment. AIA DOCUMENT A 2M • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA a SEPT. 1967 0 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 7 0 4.15 CUTTING AND PATCHING OF WORK 4.15.1 The Contractor shall do all cutting, fitting or patching of his Work that may be required to make its several parts fit together properly, and shall not endanger any Work by cutting, excavating or otherwise altering the Work or any part of it. 4.16 CLEANING UP 4.16.1 The Contractor at all times shall keep the prem- ises free from accumulation of waste materials or rubbish caused by his operations. At the completion of the Work he shall remove all his waste materials and rubbish from and about the Project as well as all his tools, construc- tion equipment, machinery and surplus materials, and shall clean all glass surfaces and leave the Work "broom - clean" or its equivalent, except as otherwise specified. 4.16.2 If the Contractor fails to clean up, the Owner may do so and the cost thereof shall be charged to the Contractor as provided in Paragraph 7.6. 4.17 COMMUNICATIONS 9 ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITION 5.1.1 A Subcontractor is a person or organization who has a direct contract with the Contractor to perform any of the Work at the site. The term Subcontractor is re- ferred to throughout the Contract Documents as if singu- lar in number and masculine in gender and means a Subcontractor or his authorized representative. 5.1.2 A Sub - subcontractor is a person or organization who has a direct or indirect contract with a Subcontractor to perform any of the Work at the site. The term Sub - subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a Sub- subcontractor or an authorized representative thereof. 5.1.3 Nothing contained in the Contract Documents shall create any contractual relation between the Owner or the Architect and any Subcontractor or Sub- subcon- tractor. 4.17.1 The Contractor shall forward all communications 5.2 AWARD OF SUBCONTRACTS AND OTHER to the Owner through the Architect. CONTRACTS FOR PORTIONS OF THE WORK 4.18 INDEMNIFICATION 4.18.1 The Contractor shall indemnify and hold harmless the Owner and the Architect and their agents and em- ployees from and against all claims, damages, losses and expenses including attorneys' fees arising out of or re- sulting from the performance of the Work, provided that any such claim, damage, loss or expense (a) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting there- from, and (b) is caused in whole or in part by any negli- gent act or omission of the Contractor, any Subcontrac- tor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. 4.18.2 In any and all claims against the Owner or the Architect or any of their agents or employees by any em- ployee of the Contractor, any Subcontractor, anyone di- rectly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnifi- cation obligation under this Paragraph 4.18 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under work- men's compensation acts, disability benefit acts or other employee benefit acts. 4.18.3 The obligations of the Contractor under this Para- graph 4.18 shall not extend to the liability of the Archi- tect, his agents or employees arising out of (1) the prepa- ration or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifications, or (2) the giving of or the failure to give directions or instruc- tions by the Architect, his agents or employees provided such giving or failure to give is the primary cause of the injury or damage. 5.2.1 As soon as practicable after bids are received and prior to the award of the Contract, the successful bidder shall furnish to the Architect in writing for acceptance by the Owner and the Architect a list of the names of the subcontractors or other persons or organizations (includ- ing those who are to furnish materials or equipment fabricated to a special design) proposed for such portions of the Work as may be designated in the bidding require- ments, or," if none is so designated, the names of the Subcontractors proposed for the principal portions of the Work. Prior to the award of the Contract, the Architect shall notify the successful bidder in writing if either the Owner or the Architect, after due investigation, has reasonable objection to any person or organization on such list. Failure of the Owner or Architect to make an objection to any person or organization on the list prior to the award shall constitute acceptance of such person or organization. 5.2.2 If, prior to the award of the Contract, the Owner or Architect has a reasonable and substantial objection to any person or organization on such list, and refuses in writing to accept such person or organization, the success- ful bidder may, prior to the award, withdraw his bid without forfeiture of bid security. If the successful bidder submits an acceptable substitute with an increase in his bid price to cover the difference in cost occasioned by such substitution, the Owner may, at his discretion, accept the increased bid price or he may disqualify the bid. If, after the award, the Owner or Architect refuses to accept any person or organization on such list, the Contractor shall submit an acceptable substitute and the Contract Sum shall be increased or decreased by the difference in cost occasioned by such substitution and an appropriate Change Order shall be issued; however, no increase in the Contract Sum shall be allowed for any such substitution unless the Contractor has acted promptly and responsively in submitting a name with respect thereto prior to the award. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . ELEVENTH EDITION . W, % SEPT. 1967 p 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 I i I r I I t t r r I I I I I I 1 I I 0 5.2.3 The Contractor shall not contract with any Sub- contractor or any person or organization proposed for portions of the Work designated in the bidding require- ments or, if none is so designated, with any Subcontractor proposed for the principal portions of the Work who has not been accepted by the Owner and the Architect. The Contractor will not be required to contract with any sub- contractor or person or organization against whom he has a reasonable objection. 5.2.4 If the Owner or the Architect requires a change of any proposed Subcontractor or person or organization previously accepted by them, the Contract Sum shall be increased or decreased by the difference in cost occa- sioned by such change and an appropriate Change Order shall be issued. 5.2.5 The Contractor shall not make any substitution for any Subcontractor or person or organization who has been accepted by the Owner and the Architect, unless the substitution is acceptable to the Owner and the Architect. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 All work performed for the Contractor by a Sub- contractor shall be pursuant to an appropriate agree- ment between the Contractor and the Subcontractor (and where appropriate between Subcontractors and Sub - subcontractors) which shall contain provisions that: .1 preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not preju- dice such rights; .2 require that such Work be performed in accord- ance with the requirements of the Contract Documents; .3 require submission to the Contractor of applica- tions for payment under each subcontract to which the Contractor is a party, in reasonable time to enable the Contractor to apply for pay- ment in accordance with Article 9; .4 require that all claims for additional costs, exten- sions of time, damages for delays or otherwise with respect to subcontracted portions of the Work shall be submitted to the Contractor (via any Subcontractor or Sub - subcontractor where appropriate) in the manner provided in the Con- tract Documents for like claims by the Contrac- tor upon the Owner; .5 waive all rights the contracting parties may have against one another for damages caused by fire or other perils covered by the property insurance described in Paragraph 11.3, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee under Paragraph 11.3; and .6 obligate each Subcontractor specifically to con- sent to the provisions of this Paragraph 5.3. 5.4 PAYMENTS TO SUBCONTRACTORS 5.4.1 The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, an amount equal to the percentage of completion allowed to the Contractor on account of such Subcontractor's Work. The Contrac- tor shall also require each Subcontractor to make similar payments to his subcontractors. 5.4.2 If the Architect fails to issue a Certificate for Pay- ment for any cause which is the fault of the Contractor and not the fault of a particular Subcontractor, the Con- tractor shall pay that Subcontractor on demand, made at any time after the Certificate for Payment should other- wise have been issued, for his Work to the extent com- pleted, less the retained percentage. 5.4.3 The Contractor shall pay each Subcontractor a just share of any insurance moneys received by the Contractor under Article 11, and he shall require each Subcontractor to make similar payments to his subcontractors. 5.4.4 The Architect may, on request and at his discretion, furnish to any Subcontractor, if practicable, information regarding percentages of completion certified to the Con- tractor on account of Work done by such Subcontractors. 5.4.5 Neither the Owner nor the Architect shall have any obligation to pay or to see to the payment of any moneys to any Subcontractor except as may otherwise be required by law. ARTICLE 6 SEPARATE CONTRACTS 6.1 OWNER'S RIGHT TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to award other con- tracts in connection with other portions of the Project under these or similar Conditions of the Contract. 6.1.2 When separate contracts are awarded for different portions of the Project, "the Contractor" in the contract documents in each case shall be the contractor who signs each separate contract. 6.2 MUTUAL RESPONSIBILITY OF CONTRACTORS 6.2.1 The Contractor shall afford other contractors rea- sonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his Work with theirs. 6.2.2 If any part of the Contractor's Work depends for proper execution or results upon the work of any other separate contractor, the Contractor shall inspect and promptly report to the Architect any apparent discrepan- cies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Con- tractor so to inspect and report shall constitute an accept- ance of the other contractor's work as fit and proper to receive his Work, except as to defects which may develop in the other separate contractor's work after the execution of the Contractor's Work. 6.2.3 Should the Contractor cause damage to the work or property of any separate contractor on the Project, the Contractor shall, upon due notice, settle with such other contractor by agreement or arbitration, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor who shall defend AIA DOCUMENT A 201 . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION . ELEVENTH EDITION . AIA SEPT. 1957 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 9 L such proceedings at the Owner's expense, and if any judgment against the Owner arises therefrom the Con- tractor shall pay or satisfy it and shall reimburse the Owner for all attorneys' fees and court costs which the Owner has incurred. 6.3 CUTTING AND PATCHING UNDER SEPARATE CONTRACTS 6.3.1 The Contractor shall do all cutting, fitting or patching of his Work that may be required to fit it to re- ceive or be received by the work of other contractors shown in the Contract Documents. The Contractor shall not endanger any work of any other contractors by cut- ting, excavating or otherwise altering any work and shall not cut or alter the work of any other contractor except with the written consent of the Architect. 6.3.2 Any costs caused by defective or ill -timed work shall be borne by the party responsible therefor. 6.4 OWNER'S RIGHT TO CLEAN UP 6.4.1 If a dispute arises between the separate contractors as to their responsibility for cleaning up as required by Paragraph 4.16, the Owner may clean up and charge the cost thereof to the several contractors as the Architect shall determine to be just. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 LAW OF THE PLACE 7.1.1 The Contract shall be governed by the law of the place where the Project is located. 7.2 SUCCESSORS AND ASSIGNS 7.2.1 The Owner and the Contractor each binds him- self, his partners, successors, assigns and legal represen- tatives to the other party hereto and to the partners, suc- cessors, assigns and legal, representatives of such other party in respect to all covenants, agreements and obliga- tions contained in the Contract Documents. Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written con- sent of the Owner. 7.3 WRITTEN NOTICE 7.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or to an officer of the corporation for whom it was intended, or if delivered at or sent by registered or certified mail to the last business address known to him who gives the notice. 7.4 CLAIMS FOR DAMAGES 7.4.1 Should either party to the Contract suffer injury or damage to person or property because of any act or omission of the other party or of any of his employees, agents or others for whose acts he is legally liable, claim shall be made in writing to such other party within a reasonable time after the first observance of such injury or damage. 0 7.5 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 7.5.1 The Owner shall have the right, prior to sign- ing the Contract, to require the Contractor to furnish bonds covering the faithful performance of the Contract and the payment of all obligations arising thereunder in such form and amount as the Owner may prescribe and with such sureties as may be agreeable to the parties. If such bonds are stipulated in the bidding requirements, the premiums shall be paid by the Contractor; if required subsequent to the submission of quotations or bids, the cost shall be reimbursed by the Owner. The Comrac- tor shall deliver the required bonds to the Owner not later than the date of execution of the Contract, or if the Work is commenced prior thereto in response to a notice to proceed, the Contractor shall, prior to commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be issued. 7.6 OWNER'S RIGHT TO CARRY OUT THE WORK 7.6.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform any provision of the Contract, the Owner may, after seven days' written notice to the Con- tractor and without prejudice to any other remedy he may have, make good such deficiencies. In such case an ap- propriate Change Order shall be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies, including the cost of the Architect's additional services made necessary by such default, neglect or failure. The Architect must approve both such action and the amount charged to the Con- tractor. If the payments then or thereafter due the Con- tractor are not sufficient to cover such amount, the Con- tractor shall pay the difference to the Owner. 7.7 ROYALTIES AND PATENTS 7.7.1 The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular de- sign, process or the product of a particular manufacturer or manufacturers is specified, but if the Contractor has reason to believe that the design, process or product specified is an infringement of a patent, he shall be re- sponsible for such loss unless he promptly gives such in- formation to the Architect. 7.8 TESTS 718.1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having juris- diction require any Work to be inspected, tested or ap- proved, the Contractor shall give the Architect timely no- tice of its readiness and of the date arranged so the Architect may observe such inspection, testing or ap- proval. The Contractor shall bear all costs of such inspec- tions, tests and approvals unless otherwise provided. 7.8.2 If after the commencement of the Work the Architect determines that any Work requires special in- spection, testing or approval which Subparagraph 7.8.1 does not include, he will, upon written authorization 10 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AfA Q SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 0 from the Owner, instruct the Contractor to order such special inspection, testing or approval, and the Con- tractor shall give notice as in Subparagraph 7.8.1. If such special inspection or testing reveals a failure of the Work to comply (1) with the requirements of the Contract Documents or (2), with respect to the performance of the Work, with laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, the Contractor shall bear all costs thereof, including the Architect's addi- tional services made necessary by such failure; otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued. 7.8.3 Required certificates of inspection, testing or ap- proval shall be secured by the Contractor and promptly delivered by him to the Architect. 7.8.4 If the Architect wishes to observe the inspections, tests or approvals required by this Paragraph 7.8, he will do so promptly and, where practicable, at the source of supply. 7.8.5 Neither the observations of the Architect in his Administration of the Construction Contract, nor inspec- tions, tests or approvals by persons other than the Con- tractor shall relieve the Contractor from his obligations to perform the Work in accordance with the Contract Documents. 7.9 INTEREST 7.9.1 Any moneys not paid when due to either party under this Contract shall bear interest at the legal rate in force at the place of the Project. 7.10 ARBITRATION 7.10.1 All claims, disputes and other matters in question arising out of, or relating to, this Contract or the breach thereof, except as set forth in Subparagraph 2.2.9 with respect to the Architect's decisions on matters relating to artistic effect, and except for claims which have been waived by the making or acceptance of final payment as provided by Subparagraphs 9.7.5 and 9.7.6, shall be de- cided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. This agreement so to arbitrate shall be specifically enforceable under the prevailing arbitration law. The award rendered by the arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. 7.10.2 Notice of the demand for arbitration shall be filed in writing with the other parry to the Contract and with the American Arbitration Association, and a copy shall be filed with the Architect. The demand for arbitration shall be made within the time limits specified in Sub- paragraphs 2.2.10 and 2.2.11 where applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall it be made after institution of legal or equi- table proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. 0 7.10.3 The Contractor shall carry on the Work and main- tain the progress schedule during any arbitration pro- ceedings, unless otherwise agreed by him and the Owner in writing. ARTICLE 8 IT.T 8.1 DEFINITIONS 8.1.1 The Contract Time is the period of time allotted in the Contract Documents for completion of the Work. 8.1.2 The date of commencement of the Work is the date established in a notice to proceed. If there is no notice to proceed, it shall be the date of the Agreement or such other date as may be established therein. 8.1.3 The Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect when construction is sufficiently complete, in accordance with the Contract Documents, so the Owner may occupy the Work or designated portion thereof for the use for which it is intended. 8.2 PROGRESS AND COMPLETION 8.2.1 All time limits stated in the Contract Documents are of the essence of the Contract. 8.2.2 The Contractor shall begin the Work on the date of commencement as defined in Subparagraph 8.1.2. He shall carry the Work forward expeditiously with adequate forces and shall complete it within the Contract Time, 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in the progress of the Work by any act or neglect of the Owner or the Architect, or by any employee of either, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Owner pending arbitration, or by any cause which the Architect determines may justify the delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. 8.3.2 All claims for extension of time shall be made in writing to the Architect no more than fifteen days after the occurrence of the delay; otherwise they shall be waived, In the case of a continuing cause of delay only one claim is necessary. 8.3.3 If no schedule or agreement is made stating the dates upon which written interpretations as set forth in Subparagraph 1.2.5 shall be furnished, then no claim for delay shall be allowed on account of failure to furnish such interpretations until fifteen days after demand is made for them, and not then unless such claim is reasonable. 8.3.4 This Paragraph 8.3 does not exclude the recovery of damages for delay by either party under other pro- visions of the Contract Documents. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® 11 SEPT. 1967 p 1967 THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, O.C. 20006 E ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum is stated in the Agreement and is the total amount payable by the Owner to the Con- tractor for the performance of the Work under the Contract Documents. 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Con- tractor shall submit to the Architect a schedule of values of the various portions of the Work, including quantities if required by the Architect, aggregating the total Con- tract Sum, divided so as to facilitate payments to Sub- contractors in accordance with Paragraph 5.4, prepared in such form as specified or as the Architect and the Con- tractor may agree upon, and supported by such data to substantiate its correctness as the Architect may require. Each item in the schedule of values shall include its proper share of overhead and profit. This schedule, when approved by the Architect, shall be used only as a basis for the Contractor's Applications for Payment. 9.3 PROGRESS PAYMENTS 9.3.1 At least ten days before each progress payment falls due, the Contractor shall submit to the Architect an itemized Application for Payment, supported by such data substantiating the Contractor's right to payment as the Owner or the Architect may require. 9.3.2 If payments are to be made on account of mate- rials or equipment not incorporated in the Work but de- livered and suitably stored at the site, or at some other location agreed upon in writing, such payments shall be conditioned upon submission by the Contractor of bills of sale or such other procedures satisfactory to the Owner to establish the Owner's title to such materials or equipment or otherwise protect the Owner's interest in- cluding applicable insurance and transportation to the site. 9.3.3 The Contractor warrants and guarantees that title to all Work, materials and equipment covered by an Application for Payment, whether incorporated in the Project or not, will pass to the Owner upon the receipt of such payment by the Contractor, free and clear of all liens, claims, security interests or encumbrances, here- inafter referred to in this Article 9 as "liens "; and that no Work, materials or equipment covered by an Application for Payment will have been acquired by the Contractor; or by any other person performing the Work at the site or furnishing materials and equipment for the Project, subject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or otherwise imposed by the Contractor or such other person. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 If the Contractor has made Application for Pay- ment as above, the Architect will, with reasonable promptness but not more than seven days after the re- ceipt of the Application, issue a Certificate for Payment 0 to the Owner, with a copy to the Contractor, for such amount as he determines to be properly due, or state in writing his reasons for withholding a Certificate as pro- vided in Subparagraph 9.5.1. 9.4.2 The issuance of a Certificate for Payment will con- stitute a representation by the Architect to the Owner, based on his observations at the site as provided in Sub- paragraph 2.2.4 and the data comprising the Applica- tion for Payment, that the Work has progressed to the point indicated; that, to the best of his knowledge, in- formation and belief, the quality of the Work is in ac- cordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole upon Substantial Completion, to the results of any subsequent tests required by the Contract Documents, to minor devi- ations from the Contract Documents correctable prior to completion, and to any specific qualifications stated in his Certificatel; and that the Contractor is entitled to payment in the amount certified. In addition, the Archi- tect's final Certificate for Payment will constitute a further representation that the conditions precedent to the Con- tractor's being entitled to final payment as set forth in Subparagraph 9.7.2 have been fulfilled. However, by is- suing a Certificate for Payment, the Architect shall not thereby be deemed to represent that he has made ex- haustive or continuous on -site inspections to check the quality or quantity of the Work or that he has reviewed the construction means, methods, techniques, sequences or procedures, or that he has made any examination to ascertain how or for what purpose the Contractor has used the moneys previously paid on account of the Con- tract Sum. 9.4.3 After the Architect has issued a Certificate for Pay- ment, the Owner shall make payment in the manner pro- vided in the Agreement. 9.4.4 No Certificate for a progress payment, nor any progress payment, nor any partial or entire use or oc- cupancy of the Project by the Owner, shall constitute an acceptance of any Work not in accordance with the Con- tract Documents. 9.5 PAYMENTS WITHHELD 9.5.1 The Architect may decline to approve an Applica- tion for Payment and may withhold his Certificate in whole or in part if in his opinion he is unable to make representations to the Owner as provided in Subpara- graph 9.4.2. The Architect may also decline to approve any Applications for Payment or, because of subsequent- ly discovered evidence or subsequent inspections, he may nullify the whole or any part of any Certificate for Pay- ment previously issued to such extent as may be neces- sary in his opinion to protect the Owner from loss be- cause of: .1 defective work not remedied, .2 claims filed or reasonable evidence indicating probable filing of claims, .3 failure of the Contractor to make payments prop- erly to Subcontractors or for labor, materials or equipment, .4 reasonable doubt that the Work can be com- pleted for the unpaid balance of the Contract Sum, 12 AIA DOCUMENT A 201 • GENERAL CONDITIONS Of THE CONTRACT FOR CONSTRUCTION . ELEVENTH EDITION • ALA SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1733 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20D06 0 .5 damage to another contractor, .6 reasonable indication that the Work will not be completed within the Contract Time, or .7 unsatisfactory prosecution of the Work by the Contractor. 9.5.2 When the above grounds in Subparagraph 9.5.1 are removed, payment shall be made for amounts with- held because of them. 9.6 FAILURE OF PAYMENT 9.6.1 If the Architect should fail to issue any Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner should fail to pay the Con- tractor within seven days after the date of payment es- tablished in the Agreement any amount certified by the Architect or awarded by arbitration, then the Contrac- tor mav, upon seven additional days' written notice to the Owner and the Architect, stop the Work until pay- ment of the amount owing has been received. 9.7 SUBSTANTIAL COMPLETION AND FINAL PAYMENT 9.7.1 When the Contractor determines that the Work or a designated portion thereof acceptable to the Owner is substantially complete, the Contractor shall prepare for submission to the Architect a list of items to be com- pleted or corrected. The failure to include any items on such list does not alter the responsibility of the Con- tractor to complete all Work in accordance with the Contract Documents. When the Architect on the basis of an inspection determines that the Work is substantially complete, he will then prepare a Certificate of Substantial Completion which shall establish the Date of Substantial Completion, shall state the responsibilities of the Owner and the Contractor for maintenance, heat, utilities, and insurance, and shall fix the time within which the Con- tractor shall complete the items listed therein, said time to be within the Contract Time unless extended pursuant to Paragraph 8.3. The Certificate of Substantial Comple- tion shall be submitted to the Owner and the Contractor for their written acceptance of the responsibilities as- signed to them in such Certificate. 9.7.2 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon re- ceipt of a final Application for Payment, the Architect will promptly make such inspection and, when he finds the Work acceptable under the Contract Documents and the Contract fully performed, he will promptly issue a final Certificate for Payment stating that to the best of his knowledge, information and belief, and on the basis of his observations and inspections, the Work has been completed in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor, and noted in said final Certificate, is due and payable. 9.7.3 Neither the final payment nor the remaining re- tained percentage shall become due until the Contractor submits to the Architect (1) an Affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his 0 property might in any way be responsible, have been paid or otherwise satisfied, (2) consent of surety, if any, to final payment and (3), if required by the Owner, other data establishing payment or satisfaction of all such ob- ligations, such as receipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be designated by the Owner. If any Subcontrac- tor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify him against any such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in dis- charging such lien, including all costs and reasonable at- torneys' fees. 9.7.4 If after Substantial Completion of the Work final completion thereof is materially delayed through no fault of the Contractor, and the Architect so confirms, the Owner shall, upon certification by the Architect, and with- out terminating the Contract, make payment of the bal- ance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than the retainage stipu- lated in the Agreement, and if bonds have been furnished as required in Subparagraph 7.5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 9.7.5 The making of final payment shall constitute a waiver of all claims by the Owner except those arising from : .1 unsettled liens, .2 faulty or defective Work appearing after Substan- tial Completion, .3 failure of the Work to comply with the require- ments of the Contract Documents, or .4 terms of any special guarantees required by the Contract Documents. 9.7.6 The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those pre- viously made in writing and still unsettled. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take all reasonable pre- AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® 13 SEPT. 1967 0 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 E cautions for the safety of, and shall provide all reason- able protection to prevent damage, injury or loss to: .1 all employees on the Work and all other per- sons who may be affected thereby; .2 all the Work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor or any of his Sub- contractors or Sub- subcontractors; and .3 other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 10.2.2 The Contractor shall comply with all applicable laws, ordinances, rules, regulations and orders of any public authority having jurisdiction for the safety of pe-- sons or property or to protect them from damage, injury or loss. He shall erect and maintain, as required by exist- ing conditions and progress of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promul- gating safety regulations and notifying owners and users of adjacent utilities. 10.2.3 When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. 10.2.4 All damage or loss to any property referred to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, any Subcontractor, any Sub- subcon- tractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shall be remedied by the Contractor. except damage or loss attributable to faulty Drawings or Specifi- cations or to the acts or omissions of the Owner or Archi- tect or anyone employed by either of them or for whose acts either of them may be. liable. and not attributable to the fault or negligence of the Contractor. 10.2.5 The Contractor shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor to the Owner and the Architect. 10.2.6 The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. 10.3 EMERGENCIES 10.3.1 In any emergency affecting the safety of persons or property, the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Any addi- tional compensation or extension of time claimed by the Contractor on account of emergency work shall be de- termined as provided in Article 12 for Changes in the Work. 0 ARTICLE 11 INSURANCE 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by himself or by any Subcontractor or by anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable: .1 claims under workmen's compensation, dis- ability benefit and other similar employee bene- fit acts; .2 claims for damages because of bodily injury, occupational sickness or disease, or death of his employees, and claims insured by usual personal injury liability coverage; .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than his employees, and claims insured by usual personal injury liability coverage; and .4 claims for damages because of injury to or de- struction of tangible property, including loss of use resulting therefrom. 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than any limits of liability specified in the Contract Documents. or required by law, Whichever is greater, and shall include contractual liability insurance as applicable to the Contractor's obligations under Paragraph 4.18. 11.1.3 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work. These Certificates shall contain a provision that coverages afforded under the policies will not be can- celled until at least fifteen days' prior written notice has been given to the Owner. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and maintaining his own liability insurance and, at his option, may purchase and maintain such insurance as will protect him against claims which may arise from opera- tions under the Contract. 11.3 PROPERTY INSURANCE 11.3.1 Unless otherwise provided, the Owner shall pur- chase and maintain property insurance upon the entire Work at the site to the full insurable value thereof. This insurance shall include the interests of the Owner, the Contractor, Subcontractors and Sub - subcontractors in the Work and shall insure against the perils of Fire, Extended Coverage, Vandalism and Malicious Mischief. 11.3.2 The Owner shall purchase and maintain such steam boiler and machinery insurance as may be required by the Contract Documents or by law. This insurance shall include the interests of the Owner, the Contractor, Subcontractors and Sub - subcontractors in the Work. 14 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 0 11.3.3 Any insured loss is to be adjusted with the Owner and made payable to the Owner as trustee for the in- sureds, as their interests may appear, subject to the re- quirements of any applicable mortgagee clause and of Subparagraph 11.3.8. 11.3.4 The Owner shall file a copy of all policies with the Contractor before an exposure to loss may occur. If the Owner does not intend to purchase such insurance, he shall inform the Contractor in writing prior to com- mencement of the Work. The Contractor may then effect insurance which will protect the interests of himself, his W Subcontractors and the Sub - subcontractors in the ork, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by failure of the Owner to purchase or maintain such insur- ance and so to notify the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. 11.3.5 If the Contractor requests in writing that other special insurance be included in the property insurance policy, the Owner shall, if possible, include such insur- ance, and the cost thereof shall be charged to the Con- tractor by appropriate Change Order. 11.3.6 The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered by insurance provided under this Para- graph 11.3, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee. The Contractor shall require similar waivers by Subcon- tractors and Sub- subcontractors in accordance with Clause 5.3.1.5. 11.3.7 If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties. He shall deposit in a separate account any money so re- ceived, and he shall distribute it in accordance with such agreement as the parties in interest may reach, or in ac- cordance with an award by arbitration in which case the procedure shall be as provided in Paragraph 7.10. If after such loss no other special agreement is made, replace- ment of damaged work shall be covered by an appro- priate Change Order. 11.3.8 The Owner as trustee shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within five days after the occurrence of loss to the Owner's exercise of this power, and if such objection be made, arbitrators shall be chosen as provided in Paragraph 7.10. The Owner as trustee shall, in that case, make settlement with the insurers in accordance with the directions of such arbi- trators. If distribution of the insurance proceeds by arbitration is required, the arbitrators will direct such distribution. 11.4 LOSS OF USE INSURANCE 11.4.1 The Owner, at his option, may purchase and maintain such insurance as will insure him against loss of use of his property due to fire or other hazards, however caused. 16 ARTICLE 12 CHANGES IN THE WORK 12.1 CHANGE ORDERS 12.1.1 The Owner, without invalidating the Contract, may order Changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingly. All such Changes in the Work shall be authorized by Change Order, and shall be executed under the applicable conditions of the Contract Docu- ments. 12.1.2 A Change Order is a written order to the Con- tractor signed by the Owner and the Architect, issued after the execution of the Contract, authorizing a Change in the Work or an adjustment in the Contract Sum or the Contract Time. Alternatively, the Change Order may be signed by the Architect alone, provided he has written authority from the Owner for such procedure and that a copy of such written authority is furnished to the Con- tractor upon request. The Contract Sum and the Contract Time may be changed only by Change Order. 12.1.3 The cost or credit to the Owner resulting from a Change in the Work shall be determined in one or more of the following ways: .1 by mutual acceptance of a lump sum properly itemized; .2 by unit prices stated in the Contract Documents or subsequently agreed upon; or .3 by cost and a mutually acceptable fixed or per- centage fee. 12.1.4 If none of the methods set forth in Subparagraph 12.1.3 is agreed upon, the Contractor, provided he re- ceives a Change Order, shall promptly proceed with the Work involved. The cost of such Work shall then be de- termined by the Architect on the basis of the Contractor's reasonable expenditures and savings, including, in the case of an increase in the Contract Sum, a reasonable allowance for overhead and profit. In such case, and also under Clause 12.1.3.3 above, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate sup- porting data. Pending final determination of cost to the Owner, payments on account shall be made on the Architect's Certificate for Payment. The amount of credit to be allowed by the Contractor to the Owner for any deletion or change which results in a net decrease in cost will be the amount of the actual net decrease as con- firmed by the Architect. When both additions and credits are involved in any one change, the allowance for over- head and profit shall be figured on the basis of net in- crease, if any. 12.1.5 If unit prices are stated in the Contract Docu- ments or subsequently agreed upon, and if the quantities originally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will create a hard- ship on the Owner or the Contractor, the applicable unit prices shall be equitably adjusted to prevent such hard- ship. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® 15 SEPT. 1967 @ 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 0 12.1.6 Should concealed conditions encountered in the performance of the Work below the surface of the ground be at variance with the conditions indicated by the Con- tract Documents or should unknown physical conditions below the surface of the ground of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract, be encountered, the Con- tract Sum shall be equitably adjusted by Change Order upon claim by either party made within a reasonable time after the first observance of the conditions. 12.1.7 If the Contractor claims that additional cost or time is involved because of (1) any written interpretation issued pursuant to Subparagraph 1.2.5, (2) any order by the Architect to stop the Work pursuant to Subpara- graph 2.2.12 where the Contractor was not at fault, or (3) any written order for a minor change in the Work issued pursuant to Paragraph 12.3, the Contractor shall make such claim as provided in Paragraph 12.2. 12.2 CLAIMS FOR ADDITIONAL COST OR TIME 12.2.1 If the Contractor wishes to make a claim for an increase in the Contract Sum or an extension in the Con- tract Time, he shall give the Architect written notice thereof within a reasonable time after the occurrence of the event giving rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or prop- erty in which case the Contractor shall proceed in accord- ance with Subparagraph 10.3.1. No such claim shall be valid unless so made. If the Owner and the Contractor cannot agree on the amount of the adjustment in the Contract Sum or the Contract Time, it shall be deter- mined by the Architect. Any change in the Contract Sum or Contract Time resulting from such claim shall be authorized by Change Order. 12.3 MINOR CHANGES IN THE WORK 12.3.1 The Architect shall have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time and not inconsistent with the intent of the Contract Docu- ments. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Owner and the Contractor. 12.4 FIELD ORDERS 12.4.1 The Architect may issue written Field Orders which interpret the Contract Documents in accordance with Subparagraph 1.2.5 or which order minor changes in the Work in accordance with Paragraph 12.3 without change in Contract Sum or Contract Time. The Contractor shall carry out such Field Orders promptly. ARTICLE 13 UNCOVERING AND CORRECTION OF WORK 13.1 UNCOVERING OF WORK 13.1.1 If any Work should be covered contrary to the re- quest of the Architect, it must, if required by the Archi- tect, be uncovered for his observation and replaced, at the Contractor's expense. 13.1.2 If any other Work has been covered which the Architect has not specifically requested to observe prior to being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work be found in accordance with the Contract Docu- ments, the cost of uncovering and replacement shall, by appropriate Change Order, be charged to the Owner. If such Work be found not in accordance with the Con- tract Documents, the Contractor shall pay such costs unless it be found that this condition was caused by a separate contractor employed as provided in Article 6, and in that event the Owner shall be responsible for the payment of such costs. 13.2 CORRECTION OF WORK 13.2.1 The Contractor shall promptly correct all Work rejected by the Architect as defective or as failing to con- form to the Contract Documents whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, in- cluding the cost of the Architect's additional services thereby made necessary. 13.2.2 If, within one year after the Date of Substantial Completion or within such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents, any of the Work is found to be defective or not in ac- cordance with the Contract Documents, the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so unless the Owner has pre- viously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. 13.2.3 All such defective or non - conforming Work under Subparagraphs 13.2.1 and 13.2.2 shall be removed from the site where necessary, and the Work shall be corrected to comply with the Contract Documents with- out cost to the Owner. 13.2.4 The Contractor shall bear the cost of making good all work of separate contractors destroyed or dam- aged by such removal or correction. 13.2.5 If the Contractor does not remove such defective or non - conforming Work within a reasonable time fixed by written notice from the Architect, the Owner may remove it and may store the materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may upon ten additional days' written notice sell such Work at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor including compensation for additional architectural services. If such proceeds of sale do not cover all costs which the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the pay- ments then or thereafter due the Contractor are not 5uf- 16 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ry SEPT. 1967 © 1%7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 0 ficient to cover such amount, the Contractor shall pay the difference to the Owner. 13.2.6 If the Contractor fails to correct such defective or non - conforming Work, the Owner may correct it in accordance with Paragraph 7.6. 13.2.7 The obligations of the Contractor under this Para- graph 13.2 shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract Documents or otherwise pre- scribed by law. 13.3 ACCEPTANCE OF DEFECTIVE OR NONCONFORMING WORK 13.3.1 If the Owner prefers to accept defective or non- conforming Work, he may do so instead of requiring its removal and correction, in which case a Change Order will be issued to reflect an appropriate reduction in the Contract Sum, or, if the amount is determined after final payment, it shall be paid by the Contractor. ARTICLE 14 TERMINATION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACFOR 14.1.1 If the Work is stopped for a period of thirty days under an order of any court or other public authority hav- ing jurisdiction, through no act or fault of the Contractor or a Subcontractor Or their agents or employees or any other persons performing any of the Work under a con- tract with the Contractor, or if the Work should be stopped for a period of thirty days by.the Contractor for the Architect's failure to issue a Certificate for Payment as provided in Paragraph 9.6 or for the Owner's failure to make payment thereon as provided in Paragraph 9.6, L then the Contractor may, upon seven days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner payment for all Work ex- ecuted and for any proven loss sustained upon any ma- terials, equipment, tools, construction equipment and machinery, including reasonable profit and damages. 14.2 TERMINATION BY THE OWNER 14.2.1 If the Contractor is adjudged a bankrupt, or if he makes a general assignment for the benefit of his credi- tors, or if a receiver is appointed on account of his in- solvency, or if he persistently or repeatedly refuses or fails, except in cases for which extension of time is pro- vided, to supply enough properly skilled workmen or proper materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise is guilty of a substantial violation of a provision of the Contract Documents, then the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, seven days' written notice, terminate the employment of the Contractor and take possession of the site and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the Work by whatever method he may deem ex- ifedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. 14.2.2 If the unpaid balance of the Contract Sum ex- ceeds the costs of finishing the Work, including com- pensation for the Architect's additional services, such excess shall be paid to the Contractor. If such costs ex- ceed such unpaid balance, the Contractor shall pay the difference to the Owner. The costs incurred by the Owner as herein provided shall be certified by the Architect. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® 17 SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A201 General Conditions of the Contract for Construction TABLE OF ARTICLES 1. CONTRACT DOCUMENTS 2. ARCHITECT 3. OWNER 4. CONTRACTOR 5. SUBCONTRACTORS 6, SEPARATE CONTRACTS 7. MISCELLANEOUS PROVISIONS 8. TIME 9. PAYMENTS AND COMPLETION 10. PROTECTION OF PERSONS AND PROPERTY 11. INSURANCE 12. CHANGES IN THE WORK 13. UNCOVERING AND CORRECTION OF WORK 14. TERMINATION OF THE CONTRACT Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, © 1967 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Reproduction of the material herein or substantial quotation of its provi- sions without permission of The AIA violates the copyright laws of the United States and will be subject to legal prosecution. This document has important legal consequences; consultation with an attorney is encouraged with respect to its comple- tion or modification. AIA DOCUMENT A 101 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® .� SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 211006 0 9 INDEX Acceptance of Defective or Non - conforming Work . . . 13.3 Access to Work . . . . . . . . . . . . . . .2.2.3 Accident Prevention . . . . . . . 2.2.4, 10 Additional Costs or Time, Claims for . . . . . . . 12.2.1 Additional Work . . . . . . . . . . . . 12 Administration of the Contract . . . . . . . . . . 2.2 Agreement, Extent of . . . . . . . . . . . . . 1.1, 1.2 Allowances, Cash . . . . . .4.8.1 Applications for Payment . 2.2.5, 9.2.1, 9.3.1, 9.3.3, 9.4.1, 9.4.2, 9.5.1, 9.6.1, 9.7.2 Arbitration, Owner - Contractor Claims and Insurance, Fire, Extended Coverage, Disputes . . . . . . . . . 2.2.6 through 2.2.12, 7.10 ARCHITECT . . . . . . . . . . . . . 2 Architect, Definition of . . . . . . . . . . . 2.1 Architect's Access to the Work . . . . 2.2.3 Architect's Authority . 2.2.2, 2.2.12, 2.2.14, 2.2.17, 4.17, 12.1.2 Architect's Authority to Reject Work . . . . . . . 2.2.12 Architect's Authority to Stop the Work . . . 2.2.12 Architect's Decisions . . . 2.2.6 through 2.2.12 Architect's Interpretations . 1.2.5, 2.2.6 through 2.2.11, 12.1.6 Architect's Full -time Project Representative . . . . . 2.2.16 Architect's Status . . . . 2.2 Architect's Visits to Site . . . . . 2.2.3, 2.2.4, 2.2.15, 7.8, 9.7 Bonds, Contract (Performance, Labor and Damages for Delay . . . . . . . . . . Material Payment) . . . . . . 7.5 Builder's Risk Insurance (See Property Insurance) . . . . 11.3 Cash Allowances . . . . . . . . . .4.8.1 Certificates for Acceptance of . . . . . . . . Payment . . . . 2.2.5, 2.2.15, 5.4.2, 9.4, 9.5.1, 9.6.1, 9.7.2 CHANGES IN THE WORK . . . . . . . . . 12 Changes, Minor . . . . . . . . . . . . 2.2.14, 12.3 Change Orders . . . . . 2.2.14, 4.8.1, 12.1 Change Orders, Definition of . . . . . . . . 12.1.2 Claims and Disputes Between the Contractor . . . .1.2.4 and the Owner . 2.2.6 through 2.2.12, 7.10 Claims for Additional Cost or Time 8.3.2, 8.3.3, 12.1.6, 12.1.7, Easements . . . . . . . . . . . . . 12.2 Claims for Damages . . . . . . . . . . .7.4, 8.3 Claims of the Subcontractor . . . . . . . . . 5.3.1.4 Cleaning up . . . . . . . . . . . . . . 4.16, 6.4 Codes . . . . . . . . . . 4.7.2, 10.2.2 Commencement of the Work . . . 7.5.1, 8.1.2 Communications . . 2.2.2, 3.2.4, 4.9.1, 4.17 COMPLETION, PAYMENTS AND . . . . . . . . . . 9 Completion, Substantial . . . . . . . . 2.2.15, 8.1.3, 9.7 Contract, Definition of . . . . . . . . . . . . .1.1.2 Contract Bonds . . . . . . . . . . . 7.5 CONTRACT DOCUMENTS. . . . . . 1 Contract Documents, Copies Furnished and Ownership of . . . . . . . . 1.3 Contract Documents, Definition of . . . . . . . . .1.1.1 Contract Documents, Execution, Correlation Intent and Interpretations . . . . . . . 1.2 Contract Modifications . . . . . . . 1.1.1, 1.2.5, 12 Contract Sum, Changes of . . . . . . . . . . 12.1, 12.2 Contract Sum, Definition of . . . . . . . . . . .9.1.1 Contract Termination by Contractor . . . . . . . . 14.1 Contract Termination by Owner . . . . . . . . . . 14.2 Contract Time . . . . . . . . . . . . . . . .8.1.1 Contracts, Separate . . . . . . . . . . . . . . 6.1 CONTRACTOR . . . . . . . . . . . . 4 Contractor, Definition of . . . . . . . . 4.1 Contractor, Stopping the Work by the . . . . . . 9.6.1 Contractor, Termination of the Contract by the . . . . . 14.1 Contractor's Liability Insurance . . . . . . . . 11.1 Contractor's Relations with Subcontractors . . . . 1.2.4, 5.3 Contractor's Responsibility for Protection Insurance) . . . . . . and Safety . . . . . . . . 10.1, 10.2 Contractor's Responsibility for Those Insurance, Fire, Extended Coverage, Performing the Work . . . . . . . . . . . . 4.10 Contractor's Review of Contract Documents . . . 1.2.2, 4.2 Contractor's Superintendent . . . . . . 4.9.1, 10.2.5 Contractor's Supervision and Construction Procedures . . . . . . . . 4.3 Contractors, Mutual Responsibility of . . . . . . 6.2 Copies Furnished of Drawings and Specifications . . . . 1.3.1 Correction of Work . . . . . . . . . . 13.2 Cutting and Patching of Work . . . . . . . . 4.15 Cutting and Patching Under Separate Contracts . . . . 6.3 Damages, Claims for . . . . . . . . . . . . . 7.4, 8.3 Damages for Delay . . . . . . . . . . . . . .8.3.4 Debris Removal . . . . . 4.16, 6.4 Deductions for Uncorrected Work . . . . . . 7.6.1, 13.3.1 Defective or Non - Conforming Work, Acceptance of . . . . . . . . . . . . 13.3 Delays and Extensions of Time . . . . . . . . . . 8.3 Documents, Execution of the Contract . . . . . . . .1.2.1 Drawings and Specifications at the Site . . . . . 4.12 Drawings and Specifications, Ownership of . . . . . .1.3.2 Drawings, Arrangement of . . . . . . . . . . . .1.2.4 Drawings as Written Interpretations . . . . . . . .1.2.5 Easements . . . . . . . . . . . . . . . . .3.2.2 Emergencies . . . . . . . . . . . . 10.3 Execution, Correlation, Intent and Interpretations of the Contract Documents . . . . . . . 1.2 Extensions of Time . . . . . . . . . . 8.3, 12.1, 12.2 Extras . . . . . . . . . . . . . . . . . . . 12 Failure of Payment . . . . . . . . . . 9.6 Field Orders . . . . . . . . . . . .1.2.5, 12.3, 12.4 Final Payment . . . . . . . . . . . . . 9.7 Fire, Extended Coverage, Vandalism and Malicious Mischief Insurance . . . . . . . . . 11.3.1 Guarantee Bonds . . . . . . . . . 7s Guarantee . . . . . . . . . . . 9.3.3, 13.2.2, 13.2.7 Indemnification . . . . . 4.18 Information and Services Required of the Owner . 3.2 Inspections . . . . . . . . 2.2.15, 7.8, 9.7 Instructions to the Contractor . . . . . . . 2.2.2, 3.2.4 INSURANCE . . . . . . . . . . 11 Insurance, Builders Risk (See Property Insurance) . . . . . . . . . 11.3.1 Insurance, Contractor's Liability . . . . . . . . . . 11.1 Insurance, Fire, Extended Coverage, Vandalism, and Malicious Mischief . . . . . . . 11.3.1 Insurance, Loss of Use . . . . . . . . . . . . . 11.4 Insurance, Owner's Liability . . . . . . . . . . . 11.2 2 AIA DOCUMENT A 2m • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA � 5EPT. 1957 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 t i 1 I 1 i it 11 Insurance, Property . . . . . . . . . . 11.3 Insurance, Special Hazards . . . . . . . . 11.3.5 Insurance, Steam Boiler and Machinery . . . . . . 11.3.2 Interest . . . . . . . . . . .7.9.1 Interpretations and Decisions of the Architect . . . . . . . . 2.2.6 through 2.2.12 Interpretations, Written . . . . 1.1.11 1,2,5, 12.3, 12.4 Labor and Materials . . . . . . . . .4.4, 4.5 Labor and Material Payment Bond . . . . . . . . . 75 Law of the Place . . . . . . . . . . 7.1 Laws . . . . . . . . . . . . . . 4.6, 4.7, 7.1, 10.2 Liens . . . . . . . . . . . . . 9.7.3, 9.7S Loss of Use Insurance . . . . . . . . . . . . 11.4.1 Materials, Labor and . . . . . . . . . . . . . 4.4, 4.5 Minor Changes In The Work . . . . . . .1.1.1, 12.3, 12.4 MISCELLANEOUS PROVISIONS . . . . . . . . . . 7 Modifications to the Contract . . . . . . . . . 1.1.1, 12 Mutual Responsibility of Contractors . . . . . . . . 6.2 Non- Conforming Work, Acceptance of Defective or . . . . . . . . . . . . . 13.3.1 Notice of Testing and Inspections . . . . . . . . . 7.8 Notice to proceed . . . . . . . .8.1.2 Notices, Permits, Fees and . . . . . . . . . . . . 4.7 OWNER . . . . . . . . . . . . . 3 Owner, Definition of . . . . . . 3.1 Owner, Termination of the Contract by the . . . . . . 14.2 Owner's Information and Services . . . . . . . . . 3.2 Owner's Liability Insurance . . . . . . . . 11.2 Owner's Right to Carry Out the Work . . . . . 7.6 Owner's Right to Clean Up . . . . . . .4.16.2, 6.4 Owner's Right to Award Separate Contracts . . . . . . 6.1 Ownership of Drawings and Specifications . . . . . .1.3.2 Patching of Work . . . . . . . . 4.15 Patching of Work Under Separate Contracts . . . . . 6.3 Patents, Royalties and . . . . . . . . . . . . .7,7.1 PAYMENTS AND COMPLETION . . . . . 9 Payment, Applications for . 2.2.5, 9.2.1, 9.3.1, 9.3.3, 9A.1, 9.4.2, 9.5.1, 9.6.1, 9V Payment, Certificates for . 2.2.5, 2.2.15, 5.4.2, 9.4, 9.5.1, 9.6.1, 9.7.2 Payment, Failure of . . . . . . . . . . . . 9.6 Property Insurance . . . . . 11.3 PROTECTION OF PERSONS AND PROPERTY .. . . . . 10 Regulations . . . . . . . . . . . 4.7.2, 10.2.2 Rejection of Work . . . . . . . . 2.2.12, 13.2 Releases of Waivers and Liens . . . 9.7.3, 9.75 Responsibility for Those Performing the Work .4.10, 9.7.1 Retainage . . . 5.4.2, 9.7.3, 9.7.4 Review of Contract Documents by the Contractor 1.2.2, 4.2 Royalties and Patents . . . . . . 7.7 Safety of Persons and Property . . . . . . . 10.2 Safety Precautions and Programs . . . . . . . . 2.2.4, 10.1 Samples, Shop Drawings and . . . . . . . . 2.2.13, 4.13 Schedule of values . . . . . . . . . . . . . . 9.2 Schedule, Progress . . . . . . . . . . . . 4.11 SEPARATE CONTRACTS . . . . . . . . . . . . 6 Separate Contracts, Owner's Right to Award . . . . . . 6.1 Shop Drawings and Samples . . . . . . . . 2.2.13, 4.13 Site, Use of . . . . . . . . . . . . . 4.14.1 Special Hazards Insurance . . . . . . . 11.3.5 Specifications, Organization of . . . . . . . . . .1.2.4 Steam Boiler and Machinery Insurance . . . . . . 11.3.2 Stopping the Work . . . . . . . . . . . . . 2.2.12 SUBCONTRACTORS . . . . . . . . . . . . . . 5 Subcontractor, Claims of . . . . . . . . . . . 5.3.1.4 Subcontractor, Definition of . . . . . . . . . . . 5.1.1 Subcontracts, Award of . . . . . . . 1.2.4, 5.2 Subcontractual Relations . . . . . 5.3 Substantial Completion and Final Payment . . . . 2.2.15, 9.7 Substantial Completion, Date of . . . . . . 2.2.15, 8.1.3 Sub- subcontractor, Definition of . . . . .5.1.2 Subsurface Conditions . . . . . . . . . . 12.1.6 Successors and Assigns . . . . . . 7.2 Supervision and Construction Procedures . .4.3.1 Superintendent, Contractor's . . . . . . . . 4.9.1, 10.2.5 Surveys . . . . . . . . . . . . . . . . . .3.2.1 Payment, Final . . . . . . . . . . . . . .2.2.10, 9.7 Payments, Progress . . . . . . . . . . . . .9.3, 9.4 Payments to Subcontractors . . . . . . . . . . . 5.4 Payments Withheld . . . . . . . 9.5 Performance Bond . . . . . . . . . . . . 7.5 Permits, Fees and Notices . . . . . 4.7 Taxes . . . . . . . . . . . . . 4.6 Termination by the Contractor . . . . . . . . . . 14.1 Termination by the Owner. . . . . . . . . 14.2 TERMINATION OF THE CONTRACT . . . . . 14 Tests . . . . . . . . . . . . . . . . .2.2.12, 7.8 TIME . . . . . . . . . . . . 8 Time, Definition of . . . . . . 8.1 Time, Delays and Extensions of . . . . . . 8.3, 12.1, 12.2 Title of Work . . . . . . . . . . . . . . . .9.3.3 UNCOVERING AND CORRECTION OF WORK . . . . . 13 Uncovering of Work . . . . . . . . . 13.1 Unit Prices . . . . . . . . . . . .12.1.3, 12.1.5 Use of Site . . . . . . . . . . . . . . . . . 4.14 VAres, Schedule of . . . . . . . . . . . . . 9.2 PERSONS AND PROPERTY, PROTECTION OF . . . . . 10 Progress and Completion . . . . . . . . . . . . &2 Waiver of Claims by the Contractor . . . . . . . . 9.7.6 Progress Payments . . . . . . . . . . . . . 9.3, 9A Waiver of Claims by the Owner . . . . . . . . 9.7.5 Progress Schedule . . . . . . . . . . . . . 4.11 Warranty . . . . . . 4.5, 9.3.3 Project, Definition of . . . . . . . . . . . . .1.1A Words, Recognized Meanings of . . . . . . . . . .1.2.3 Project Loss or Damage Insurance . . . . . . . . . 11.3 Work, Definition of . . . . . . . . . . . . . . 1.1.3 Project Representatives, Full -time . . . . . . . . 2.2.16 Written Notice . . . . . . . . . . . . . . . . 7.3 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA @ 3 SEPT. 1967 9 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 0 0 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 CONTRACT DOCUMENTS 1,1 DEFINITIONS 1,1,1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, all Addenda issued prior to execution of the Agreement, and all Modifications thereto. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a written interpretation issued by the Architect pursuant to Subparagraph 1.2.5, or (4) a written order for a minor change in the Work issued by the Architect pursuant to Paragraph 12.3. A Modification may be made only after execution of the Contract. 1.1,2 THE CONTRACT The Contract Documents form the Contract. The Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral, including the bidding documents. The Contract may be amended or modified only by a Modification as defined in Subparagraph 1.1.1. 1.1.3 THE WORK The term Work includes all labor necessary to produce the construction required by the Contract Documents, and all materials and equipment incorporated or to be incorporated in such construction. 1.1.4 THE PROJECT The Project is the total construction designed by the Architect of which the Work performed under the Con- tract Documents may be the whole or a part. 1.2 EXECUTION, CORRELATION, INTENT AND INTERPRETATIONS 1.2.1 The Contract Documents shall be signed in not less than triplicate by the Owner and Contractor. If either the Owner or the Contractor or both do not sign the Condi- tions of the Contract, Drawings, Specifications, or any of the other Contract Documents, the Architect shall identify them. 1.2.2 By executing the Contract, the Contractor represents that he has visited the site, familiarized himself with the local conditions under which the Work is to be per- formed, and correlated his observations with the require- ments of the Contract Documents. 1.2.3 The Contract Documents are complementary, and what is required by any one shall be as binding as if required by all. The intention of the Documents is to include all labor, materials, equipment and other items as provided in Subparagraph 4.4.1 necessary for the proper execution and completion of the Work. It is not intended that Work not covered under any heading, section, branch, class or trade of the -Specifications shall be supplied unless it is required elsewhere in the Contract Documents or is reasonably inferable therefrom as being necessary to pro- duce the intended results, Words which have well -known technical or trade meanings are used herein in accordance with such recognized meanings. 1.2.4 The organization of the Specifications into divi- sions, sections and articles, and the arrangement of Draw- ings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.2,5 Written interpretations necessary for the proper execution or progress of the Work, in the form of draw- ings or otherwise, will be issued with reasonable prompt- ness by the Architect and in accordance with any schedule agreed upon. Such interpretations shall be consistent with and reasonably inferable from the Contract Documents, and may be effected by Field Order. 1.3 COPIES FURNISHED AND OWNERSHIP 1.3.1 Unless otherwise provided in the Contract Docu- ments, the Contractor will be furnished, free of charge, all copies of Drawings and Specifications reasonably nec- essary for the execution of the Work. 1.3.2 All Drawings, Specifications and copies thereof furnished by the Architect are and shall remain his prop- erty. They are not to be used on any other project, and, with the exception of one contract set for each party to the Contract, are to be returned to the Architect on re- quest at the completion of the Work. ARTICLE 2 ARCHITECT 2.1 DEFINITION 2.1.1 The Architect is the person or organization identi- fied as such in the Agreement and is referred to through- out the Contract Documents as if singular in number and masculine in gender. The term Architect means the Archi- tect or his authorized representative. 2.1.2 Nothing contained in the Contract Documents shall create any contractual relationship between the Architect and the Contractor. 2.2 ADMINISTRATION OF THE CONTRACT 2.2.1 The Architect will provide general Administration of the Construction Contract, including performance of the functions hereinafter described. 2.2.2 The Architect will be the Owner's representative during construction and until final payment. The Architect will have authority to act on behalf of the Owner to the 4 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1967 © 1 %7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20306 C� extent provided in the Contract Documents, unless other- wise modified by written instrument which will be shown to the Contractor. The Architect will advise and consult with the Owner, and all of the Owner's instructions to the Contractor shall be issued through the Architect. 2.2.3 The Architect shall at all times have access to the Work wherever it is in preparation and progress. The Contractor shall provide facilities for such access so the Architect may perform his functions under the Contract Documents. 2.2.4 The Architect will make periodic visits to the site to familiarize himself generally with the progress and quality of the Work and to determine in general if the Work is proceeding in accordance with the Contract Documents. On the basis of his on -site observations as an architect, he will keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. The Architect will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. The Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, and he will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. 2.2.5 Based on such observations and the Contractor's Applications for Payment, the Architect will determine the amounts owing to the Contractor and will issue Certificates for Payment in such amounts, as provided in Paragraph 9.4. 2.2.6 The Architect will be, in the first instance, the interpreter of the requirements of the Contract Docu- ments and the judge of the performance thereunder by both the Owner and Contractor. The Architect will within a reasonable time, render such interpretations as he may deem necessary for the proper execution or prog- ress of the Work. 2.2.7 Claims, disputes and other matters in question between the Contractor and the Owner relating to the execution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Architect for decision which he will render in writing within a reasonable time. 2.2.8 All interpretations and decisions of the Architect shall be consistent with the intent of the Contract Docu- ments. In his capacity as interpreter and judge, he will exercise his best efforts to insure faithful performance by both the Owner and the Contractor and will not show partiality to either. 2.2.9 The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. 2.2.10 Any claim, dispute or other matter that has been referred to the Architect, except those relating to artistic effect as provided in Subparagraph 2.2.9 and except any which have been waived by the making or acceptance of final payment as provided in Subparagraphs 9.7.5 and 9.7.6, shall be subject to arbitration upon the written demand of either party. However, no demand for arbitra- 0 tion of any such claim, dispute or other matter may be made until the earlier of: .1 the date on which the Architect has rendered his decision, or .2 the tenth day after the parties have presented their evidence to the Architect or have been given a reasonable opportunity to do so, if the Architect has not rendered his written decision by that date. 2.2.11 If a decision of the Architect is made in writing and states that it is final but subject to appeal, no demand for arbitration of a claim, dispute or other matter covered by such decision may be made later than thirty days after the date on which the party making the demand received the decision. The failure to demand arbitration within said thirty days' period will result in the Architect's deci- sion becoming final and binding upon the Owner and the Contractor. If the Architect renders a decision after arbi- tration proceedings have been initiated, such decision may be entered as evidence but will not supersede any arbitration proceedings except where the decision is ac- ceptable to the parties concerned. 2.2.12 The Architect will have authority to reject Work which does not conform to the Contract Documents. Whenever, in his reasonable opinion, he considers it necessary or advisable to insure the proper implementa- tion of the intent of the Contract Documents, he will have authority to require the Contractor to stop the Work or any portion thereof, or to require special inspection or testing of the Work as provided in Subparagraph 7.8.2 whether or not such Work be then fabricated, installed or completed. However, neither the Architect's authority to act under this Subparagraph 2.2.12, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Architect to the Contractor, any Sub- contractor, any of their agents or employees, or any other person performing any of the Work. 2.2.13 The Architect will review Shop Drawings and Samples as provided in Subparagraphs 4.13.1 through 4.13.8 inclusive. 2.2.14 The Architect will prepare Change Orders in ac- cordance with Article 12, and will have authority to order minor changes in the Work as provided in Subparagraph 12.3.1. 2.2.15 The Architect will conduct inspections to deter- mine the dates of Substantial Completion and final com- pletion, will receive written guarantees and related docu- ments required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment. 2.2.16 If the Owner and Architect agree, the Architect will provide one or more Full -time Project Representatives to assist the Architect in carrying out his responsibilities at the site. The duties, responsibilities and limitations of authority of any such Project Representative shall be as set forth in an exhibit to be incorporated in the Contract Documents. 2.2.17 The duties, responsibilities and limitations of authority of the Architect as the Owner's representative during construction as set forth in Articles 1 through 14 inclusive of these General Conditions will not be modi- AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA p SEPT. 1%7 @ 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 fled or extended without written consent of the Owner and the Architect which will be shown to the Contractor. 2.2.18 The Architect will not be responsible for the acts or omissions of the Contractor, any Subcontractors, or any of their agents or employees, or any other persons per- forming any of the Work. 2.2.19 In case of the termination of the employment of the Architect, the Owner shall appoint an architect against whom the Contractor makes no reasonable objec- tion, whose status under the Contract Documents shall be that of the former architect. Any dispute in connec- tion with such appointment shall be subject to arbitration. ARTICLE 3 OWNER 3.1 DEFINITION 3.1.1 The Owner is the person or organization identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Owner means the Owner or his authorized representative. 3.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 3.2.1 The Owner shall furnish all surveys describing the physical characteristics, legal limits and utility locations for the site of the Project. 3.2.2 The Owner shall secure and pay for easements for permanent structures or permanent changes in existing facilities. 3.2.3 Information or services under the Owner's control shall be furnished by the Owner with reasonable prompt- ness to avoid delay in the orderly progress of the Work. 3.2.4 The Owner shall issue all instructions to the Con- tractor through the Architect. 3.2.5 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and especially those in respect to Payment and Insurance in Articles 9 and 11 respectively. ARTICLE 4 CONTRACTOR 4.1 DEFINITION 4.1.1 The Contractor is the person or organization identi- fied as such in the Agreement and is referred to through- out the Contract Documents as if singular in number and masculine in gender. The term Contractor means the Contractor or his authorized representative. 4.2 REVIEW OF CONTRACT DOCUMENTS 4.2.1 The Contractor shall carefully study and compare the Agreement, Conditions of the Contract, Drawings, Specifications, Addenda and Modifications and shall at once report to the Architect any error, inconsistency or omission he may discover; but the Contractor shall not be liable to the Owner or the Architect for any damage re- sulting from any such errors, inconsistencies or omissions. 0 The Contractor shall do no Work without Drawings, Speci- fications or interpretations. 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES 4.3.1 The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely re- sponsible for all construction means, methods, techniques, sequences and procedures and for coordinating all por- tions of the Work under the Contract. 4.4 LABOR AND MATERIALS 4.4.1 Unless otherwise specifically noted, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and comple- tion of the Work. 4.4.2 The Contractor shall at all times enforce strict dis- cipline and good order among his employees and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. 4.5 WARRANTY 4.5.1 The Contractor warrants to the Owner and the Architect that all materials and equipment furnished un- der this Contract will be new unless otherwise specified, and that all Work will be of good quality, free from faults and defects and in conformance with the Contract Docu- ments. All Work not so conforming to these standards may be considered defective. If required by the Archi- tect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 4.5.2 The warranty provided in this Paragraph 4.5 shall be in addition to and not in limitation of any other war- ranty or remedy required by law or by the Contract Documents, 4.6 TAXES 4.6.1 The Contractor shall pay all sales, consumer, use and other similar taxes required by law. 4.7 PERMITS, FEES AND NOTICES 4.7.1 The Contractor shall secure and pay for all permits, governmental fees and licenses necessary for the proper execution and completion of the Work. 4.7.2 The Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and orders of any public authority bearing on the performance of the Work. If the Contractor observes that any of the Contract Documents are at variance therewith in any respect, he shall promptly notify the Architect in writing, and any necessary changes shall be adjusted by appropri- ate Modification. If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Architect, he shall assume full responsibility therefor and shall bear all costs attributable thereto. 4.8 CASH ALLOWANCES 4.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. These 6 AIA DOCUMENT A 2111 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA O SEPT. 1 %7 ® 1 %7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2rR% E allowances shall cover the net cost of the materials and equipment delivered and unloaded at the site, and all applicable taxes. The Contractor's handling costs on the site, labor, installation costs, overhead, profit and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allow- ance. The Contractor shall cause the Work covered by these allowances to be performed for such amounts and by such persons as the Architect may direct, but he will not be required to employ persons against whom he makes a reasonable objection. If the cost, when deter- mined, is more than or less than the allowance, the Con- tract Sum shall be adjusted accordingly by Change Order which will include additional handling costs on the site, labor, installation costs, overhead, profit and other ex- penses resulting to the Contractor from any increase over the original allowance. 4.9 SUPERINTENDENT 4.9.1.The Contractor shall employ a competent super- intendent and necessary assistants who shall be in at- tendance at the Project site during the progress of the Work. The superintendent shall be satisfactory to the Architect, and shall not be changed except with the con- sent of the Architect, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The superintendent shall represent the Contractor and all communications given to the superin- tendent shall be as binding as if given to the Contractor. Important communications will be confirmed in writing. Other communications will be so confirmed on written request in each case. 4.10 RESPONSIBILITY FOR THOSE PERFORMING THE WORK 4.10.1 The Contractor shall be responsible to the Owner for the acts and omissions of all his employees and all Subcontractors, their agents and employees, and all other persons performing any of the Work under a contract with the Contractor. 4.11 PROGRESS SCHEDULE 4.11.1 The Contractor, immediately after being awarded the Contract, shall prepare and submit for the Architect's approval an estimated progress schedule for the Work. The progress schedule shall be related to the entire Proj- ect to the extent required by the Contract Documents. This schedule shall indicate the dates for the starting and completion of the various stages of construction and shall be revised as required by the conditions of the Work, subject to the Architect's approval. 4.12 DRAWINGS AND SPECIFICATIONS AT THE SITE 4.12.1 The Contractor shall maintain at the site for the Owner one copy of all Drawings, Specifications, Addenda, approved Shop Drawings, Change Orders and other Mod- ifications, in good order and marked to record all changes made during construction. These shall be available to the Architect. The Drawings, marked to record all changes made during construction, shall be delivered to him for the Owner upon completion of the Work. 4.13 SHOP DRAWINGS AND SAMPLES 4.13.1 Shop Drawings are drawings, diagrams, illustra- u tions, schedules, performance charts, brochures and other data which are prepared by the Contractor or any Sub- contractor, manufacturer, supplier or distributor, and which illustrate some portion of the Work. 4.13.2 Samples are physical examples furnished by the Contractor to illustrate materials, equipment or work- manship, and to establish standards by which the Work will be judged. 4.13.3 The Contractor shall review, stamp with his ap- proval and submit, with reasonable promptness and in orderly sequence so as to cause no delay in the Work or in the work of any other contractor, all Shop Draw- ings and Samples required by the Contract Documents or subsequently by the Architect as covered by Modifica- tions. Shop Drawings and Samples shall be properly identified as specified, or as the Architect may require. At the time of submission the Contractor shall inform the Architect in writing of any deviation in the Shop Draw- ings or Samples from the requirements of the Contract Documents. 4.13.4 By approving and submitting Shop Drawings and Samples, the Contractor thereby represents that he has determined and verified all field measurements, field con- struction criteria, materials, catalog numbers and similar data, or will do so, and that he has checked and coordi- nated each Shop Drawing and Sample with the require- ments of the Work and of the Contract Documents. 4.13.5 The Architect will review and approve Shop Drawings and Samples with reasonable promptness so as to cause no delay, but only for conformance with the de- sign concept of the Project and with the information given in the Contract Documents. The Architect's approv- al of a separate item shall not indicate approval of an assembly in which the item functions. 4.13.6 The Contractor shall make any corrections re- quired by the Architect and shall resubmit the required number of corrected copies of Shop Drawings or new Samples until approved. The Contractor shall direct spe- cific attention in writing or on resubmitted Shop Draw- ings to revisions other than the corrections requested by the Architect on previous submissions. 4.13.7 The Architect's approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents unless the Contractor has informed the Archi- tect in writing of such deviation at the time of submis- sion and the Architect has given written approval to the specific deviation, nor shall the Architect's approval re- lieve the Contractor from responsibility for errors or omissions in the Shop Drawings or Samples. 4.13.8 No portion of the Work requiring a Shop Drawing or Sample submission shall be commenced until the submission has been approved by the Architect. All such portions of the Work shall be in accordance with ap- proved Shop Drawings and Samples. 4.14 USE OF SITE 4.14.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably en- cumber the site with any materials or equipment. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1967 p 1 %7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 rIL 4.15 CUTTING AND PATCHING OF WORK 4.15.1 The Contractor shall do all cutting, fitting or patching of his Work that may be required to make its several parts fit together properly, and shall not endanger any Work by cutting, excavating or otherwise altering the Work or any part of it. 4.16 CLEANING UP 4.16.1 The Contractor at all times shall keep the prem- ises free from accumulation of waste materials or rubbish caused by his operations. At the completion of the Work he shall remove all his waste materials and rubbish from and about the Project as well as all his tools, construc- tion equipment, machinery and surplus materials, and shall clean all glass surfaces and leave the Work "broom - clean" or its equivalent, except as otherwise specified. 4.16.2 If the Contractor fails to clean up, the Owner may do so and the cost thereof shall be charged to the Contractor as provided in Paragraph 7.6. 4.17 COMMUNICATIONS 0 ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITION 5.1.1 A Subcontractor is a person or organization who has a direct contract with the Contractor to perform any of the Work at the site. The term Subcontractor is re- ferred to throughout the Contract Documents as if singu- lar in number and masculine in gender and means a Subcontractor or his authorized representative. 5.1.2 A Sub - subcontractor is a person or organization who has a direct or indirect contract with a Subcontractor to perform any of the Work at the site. The term Sub - subcontractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a Sub - subcontractor or an authorized representative thereof. 5.1 .3 Nothing contained in the Contract Documents shall create any contractual relation between the Owner or the Architect and any Subcontractor or Sub- subcon- tractor. 4.17.1 The Contractor shall forward all communications 5.2 AWARD OF SUBCONTRACTS AND OTHER to the Owner through the Architect. CONTRACTS FOR PORTIONS OF THE WORK 4.18 INDEMNIFICATION 4.18.1 The Contractor shall indemnify and hold harmless the Owner and the Architect and their agents and em- ployees from and against all claims, damages, losses and expenses including attorneys' fees arising out of or re- sulting from the performance of the Work, provided that any such claim, damage, loss or expense (a) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting there- from, and (b) is caused in whole or in part by any negli- gent act or omission of the Contractor, any Subcontrac- tor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. 4.18.2 In any and all claims against the Owner or the Architect or any of their agents or employees by any em- ployee of the Contractor, any Subcontractor, anyone di- rectly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnifi- cation obligation under this Paragraph 4.18 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under work- men's compensation acts, disability benefit acts or other employee benefit acts. 4.18.3 The obligations of the Contractor under this Para- graph 4.18 shall not extend to the liability of the Archi- tect, his agents or employees arising out of (1) the prepa- ration or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifications, or (2) the giving of or the failure to give directions or instruc- tions by the Architect, his agents or employees provided such giving or failure to give is the primary cause of the injury or damage. 5.2.1 As soon as practicable after bids are received and prior to the award of the Contract, the successful bidder shall furnish to the Architect in writing for acceptance by the Owner and the Architect a list of the names of the subcontractors or other persons or organizations (includ- ing those who are to furnish materials or equipment fabricated to a special design) proposed for such portions of the Work as may be designated in the bidding require- ments, or, if none is so designated, the names of the Subcontractors proposed for the principal portions of the Work. Prior to the award of the Contract, the Architect shall notify the successful bidder in writing if either the Owner or the Architect, after due investigation, has reasonable objection to any person or organization on such list. Failure of the Owner or Architect to make an objection to any person or organization on the list prior to the award shall constitute acceptance of such person or organization. 5.2.2 If, prior to the award of the Contract, the Owner or Architect has a reasonable and substantial objection to any person or organization on such list, and refuses in writing to accept such person or organization, the success- ful bidder may, prior to the award, withdraw his bid without forfeiture of bid security. If the successful bidder submits an acceptable substitute with an increase in his bid price to cover the difference in cost occasioned by such substitution, the Owner may, at his discretion, accept the increased bid price or he may disqualify the bid. If, after the award, the Owner or Architect refuses to accept any person or organization on such list, the Contractor shall submit an acceptable substitute and the Contract Sum shall be increased or decreased by the difference in cost occasioned by such substitution and an appropriate Change Order shall be issued; however, no increase in the Contract Sum shall be allowed for any such substitution unless the Contractor has acted promptly and responsively in submitting a name with respect thereto prior to the award. $ AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION . AIA SEPT. 1967 0 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 • 5.2.3 The Contractor shall not contract with any Sub- contractor or any person or organization proposed for portions of the Work designated in the bidding require- ments or, if none is so designated, with any Subcontractor proposed for the principal portions of the Work who has not been accepted by the Owner and the Architect. The Contractor will not be required to contract with any sub- contractor or person or organization against whom he has a reasonable objection. 5.2.4 If "the Owner or the Architect requires a change of any proposed Subcontractor or person or organization previously accepted by them, the Contract Sum shall be increased or decreased by the difference in cost occa- sioned by such change and an appropriate Change Order shall be issued. 5.2.5 The Contractor shall not make any substitution for any Subcontractor or person or organization who has been accepted by the Owner and the Architect, unless the substitution is acceptable to the Owner and the Architect. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 All work performed for the Contractor by a Sub- contractor shall be pursuant to an appropriate agree- ment between the Contractor and the Subcontractor (and where appropriate between Subcontractors and Sub - subcontractors) which shall contain provisions that: .1 preserve and protect the rights of the Owner and the Architect under the Contract with respect to the Work to be performed under the subcontract so that the subcontracting thereof will not preju- dice such rights; .2 require that such Work be performed in accord- ance with the requirements of the Contract Documents; .3 require submission to the Contractor of applica- tions for payment under each subcontract to which the Contractor is a party, in reasonable time to enable the Contractor to apply for pay- ment in accordance with Article 9; .4 require that all claims for additional costs, exten- sions of time, damages for delays or otherwise with respect to subcontracted portions of the Work shall be submitted to the Contractor (via any Subcontractor or Sub - subcontractor where appropriate) in the manner provided in the Con- tract Documents for like claims by the Contrac- tor upon the Owner; .5 waive all rights the contracting parties may have against one another for damages caused by fire or other perils covered by the property insurance described in Paragraph 11.3, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee under Paragraph 11.3; and .6 obligate each Subcontractor specifically to con- sent to the provisions of this Paragraph 5.3. 5.4 PAYMENTS TO SUBCONTRACTORS 5.4.1 The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, an amount equal to the percentage of completion allowed to the Contractor on account of such Subcontractor's Work. The Contrac- tor shall also require each Subcontractor to make similar payments to his subcontractors. 5.4.2 If the Architect fails to issue a Certificate for Pay- ment for any cause which is the fault of the Contractor and not the fault of a particular Subcontractor, the Con- tractor shall pay that Subcontractor on demand, made at any time after the Certificate for Payment should other- wise have been issued, for his Work to the extent com- pleted, less the retained percentage. 5.4.3 The Contractor shall pay each Subcontractor a just share of any insurance moneys received by the Contractor under Article 11, and he shall require each Subcontractor to make similar payments to his subcontractors. 5.4.4 The Architect may, on request and at his discretion, furnish to any Subcontractor, if practicable, information regarding percentages of completion certified to the Con- tractor on account of Work done by such Subcontractors. 5.4.5 Neither the Owner nor the Architect shall have any obligation to pay or to see to the payment of any moneys to any Subcontractor except as may otherwise be required by law. ARTICLE 6 SEPARATE CONTRACTS 6.1 OWNER'S RIGHT TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to award other con- tracts in connection with other portions of the Project under these or similar Conditions of the Contract. 6.1.2 When separate contracts are awarded for different portions of the Project, "the Contractor" in the contract documents in each case shall be the contractor who signs each separate contract. 6.2 MUTUAL RESPONSIBILITY OF CONTRACTORS 6.2.1 The Contractor shall afford other contractors rea- sonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his Work with theirs. 6.2.2 If any part of the Contractor's Work depends for proper execution or results upon the work of any other separate contractor, the Contractor shall inspect and promptly report to the Architect any apparent discrepan- cies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Con- tractor so to inspect and report shall constitute an accept- ance of the other contractor's work as fit and proper to receive his Work, except as to defects which may develop in the other separate contractor's work after the execution of the Contractor's Work. 6.2.3 Should the Contractor cause damage to the work or property of any separate contractor on the Project, the Contractor shall, upon due notice, settle with such other contractor by agreement or arbitration, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor who shall defend AIA DOCUMENT A 701 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1%7 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 200D6 such proceedings at the Owner's expense, and if any judgment against the Owner arises therefrom the Con- tractor shall pay or satisfy it and shall reimburse the Owner for all attorneys' fees and court costs which the Owner has incurred. 6.3 CUTTING AND PATCHING UNDER SEPARATE CONTRACTS 6.3.1 The Contractor shall do all cutting, fitting or patching of his Work that may be required to fit it to re- ceive or be received by the work of other contractors shown in the Contract Documents. The Contractor shall not endanger any work of any other contractors by cut- ting, excavating or otherwise altering any work and shall not cut or alter the work of any other contractor except with the written consent of the Architect. 6.3.2 Any costs caused by defective or ill -timed work shall be borne by the party responsible therefor. 6.4 OWNER'S RIGHT TO CLEAN UP 6.4.1 If a dispute arises between the separate contractors as to their responsibility for cleaning up as required by Paragraph 4.16, the Owner may clean up and charge the cost thereof to the several contractors as the Architect shall determine to be just. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 LAW OF THE PLACE 7.1.1 The Contract shall be governed by the law of the place where the Project is located. 7.2 SUCCESSORS AND ASSIGNS 7.2.1 The Owner and the Contractor each binds him- self, his partners, successors, assigns and legal represen- tatives to the other party hereto and to the partners, suc- cessors, assigns and legal. representatives of such other party in respect to all covenants, agreements and obliga- tions contained in the Contract Documents. Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written con- sent of the Owner. 7.3 WRITTEN NOTICE 7.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or to an officer of the corporation for whom it was intended, or if delivered at or sent by registered or certified mail to the last business address known to him who gives the notice. 7.4 CLAIMS FOR DAMAGES 7.4.1 Should either parry to the Contract suffer injury or damage to person or property because of any act or omission of the other party or of any of his employees, agents or others for whose acts he is legally liable, claim shall be made in writing to such other party within a reasonable time after the first observance of such injury or damage. • 7.5 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 7.5.1 The Owner shall have the right, prior to sign- ing the Contract, to require the Contractor to furnish bonds covering the faithful performance of the Contract and the payment of all obligations arising thereunder in such form and amount as the Owner may prescribe and with such sureties as may be agreeable to the parties. If such bonds are stipulated in the bidding requirements, the premiums shall be paid by the Contractor; if required subsequent to the submission of quotations or bids, the cost shall be reimbursed by the Owner. The Contrac- tor shall deliver the required bonds to the Owner not later than the date of execution of the Contract, or if the Work is commenced prior thereto in response to a notice to proceed, the Contractor shall, prior to commencement of the Work, submit evidence satisfactory to the Owner that such bonds will be issued. 7.6 OWNER'S RIGHT TO CARRY OUT THE WORK 7.6.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform any provision of the Contract, the Owner may, after seven days' written notice to the Con- tractor and without prejudice to any other remedy he may have, make good such deficiencies. In such case an ap- propriate Change Order shall be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies, including the cost of the Architect's additional services made necessary by such default, neglect or failure. The Architect must approve both such action and the amount charged to the Con- tractor. If the payments then or thereafter due the Con- tractor are not sufficient to cover such amount, the Con- tractor shall pay the difference to the Owner. 7.7 ROYALTIES AND PATENTS 7.7.1 The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular de- sign, process or the product of a particular manufacturer or manufacturers is specified, but if the Contractor has reason to believe that the design, process or product specified is an infringement of a patent, he shall be re- sponsible for such loss unless he promptly gives such in- formation to the Architect. 7.8 TESTS 7.8.1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having juris- diction require any Work to be inspected, tested or ap- proved, the Contractor shall give the Architect timely no- tice of its readiness and of the date arranged so the Architect may observe such inspection, testing or ap- proval. The Contractor shall bear all costs of such inspec- tions, tests and approvals unless otherwise provided. 7.8.2 If after the commencement of the Work the Architect determines that any Work requires special in- spection, testing or approval which Subparagraph 7.8.1 does not include, he will, upon written authorization 10 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA QQ SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2DOD6 9 from the Owner, instruct the Contractor to order such special inspection, testing or approval, and the Con- tractor shall give notice as in Subparagraph 7.8.1. If such special inspection or testing reveals a failure of the Work to comply (1) with the requirements of the Contract Documents or (2), with respect to the performance of the Work, with laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, the Contractor shall bear all costs thereof, including the Architect's addi- tional services made necessary by such failure; otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued. 7.8.3 Required certificates of inspection, testing or ap- proval shall be secured by the Contractor and promptly delivered by him to the Architect. 7.8.4 If the Architect wishes to observe the inspections, tests or approvals required by this Paragraph 7.8, he will do so promptly and, where practicable, at the source of supply. 7.8.5 Neither the observations of the Architect in his Administration of the Construction Contract, nor inspec- tions, tests or approvals by persons other than the Con- tractor shall relieve the Contractor from his obligations to perform the Work in accordance with the Contract Documents. 7.9 INTEREST 7.9.1 Any moneys not paid when due to either party under this Contract shall bear interest at the legal rate in force at the place of the Project. 7.10 ARBITRATION 7.10.1 All claims, disputes and other matters in question arising out of, or relating to, this Contract or the breach thereof, except as set forth in Subparagraph 2.2.9 with respect to the Architect's decisions on matters relating to artistic effect, and except for claims which have been waived by the making or acceptance of final payment as provided by Subparagraphs 9.7.5 and 9.7.6, shall be de- cided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. This agreement so to arbitrate shall be specifically enforceable under the prevailing arbitration law. The award rendered by the arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. 7.10.2 Notice of the demand for arbitration shall be filed in writing with the other party to the Contract and with the American Arbitration Association, and a copy shall be filed with the Architect. The demand for arbitration shall be made within the time limits specified in Sub- paragraphs 2.2.10 and 2.2.11 where applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall it be made after institution of legal or equi- table proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. 0 7.10.3 The Contractor shall carry on the Work and main- tain the progress schedule during any arbitration pro- ceedings, unless otherwise agreed by him and the Owner in writing. ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 The Contract Time is the period of time allotted in the Contract Documents for completion of the Work. 8.1.2 The date of commencement of the Work is the date established in a notice to proceed. If there is no notice to proceed, it shall be the date of the Agreement or such other date as may be established therein. 8.1.3 The Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect when construction is sufficiently complete, in accordance with the Contract Documents, so the Owner may occupy the Work or designated portion thereof for the use for which it is intended. 8.2 PROGRESS AND COMPLETION 8.2.1 All time limits stated in the Contract Documents are of the essence of the Contract. 8.2.2 The Contractor shall begin the Work on the date of commencement as defined in Subparagraph 8.12. He shall carry the Work forward expeditiously with adequate forces and shall complete it within the Contract Time. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in the progress of the Work by any act or neglect of the Owner or the Architect, or by any employee of either, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Owner pending arbitration, or by any cause which the Architect determines may justify the delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. 8.3.2 All claims for extension of time shall be made in writing to the Architect no more than fifteen days after the occurrence of the delay; otherwise they shall be waived. In the case of a continuing cause of delay only one claim is necessary. 8.3.3 If no schedule or agreement is made stating the dates upon which written interpretations as set forth in Subparagraph 1.2.5 shall be furnished, then no claim for delay shall be allowed on account of failure to furnish such interpretations until fifteen days after demand is made for them, and not then unless such claim is reasonable. 8.3.4 This Paragraph 8.3 does not exclude the recovery of damages for delay by either party under other pro- visions of the Contract Documents. AIA DOCUMENT A 201 •GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA 8 11 SEPT. 1 %7 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 0 ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum is stated in the Agreement and is the total amount payable by the Owner to the Con- tractor for the performance of the Work under the Contract Documents. 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Con- tractor shall submit to the Architect a schedule of values of the various portions of the Work, including quantities if required by the Architect, aggregating the total Con- tract Sum, divided so as to facilitate payments to Sub- contractors in accordance with Paragraph 5.4, prepared in such form as specified or as the Architect and the Con- tractor may agree upon, and supported by such data to substantiate its correctness as the Architect may require. Each item in the schedule of values shall include its proper share of overhead and profit. This schedule, when approved by the Architect, shall be used only as a basis for the Contractor's Applications for Payment. 9.3 PROGRESS PAYMENTS 9.3.1 At least ten days before each progress payment falls due, the Contractor shall submit to the Architect an itemized Application for Payment, supported by such data substantiating the Contractor's right to payment as the Owner or the Architect may require. 9.3.2 If payments are to be made on account of mate- rials or equipment not incorporated in the Work but de- livered and suitably stored at the site, or at some other location agreed upon in writing, such payments shall be conditioned upon submission by the Contractor of bills of sale or such other procedures satisfactory to the Owner to establish the Owner's title to such materials or equipment or otherwise protect the Owner's interest in- cluding applicable insurance and transportation to the site. 9.3.3 The Contractor warrants and guarantees that title to all Work, materials and equipment covered by an Application for Payment, whether incorporated in the Project or not, will pass to the Owner upon the receipt of such payment by the Contractor, free and clear of all liens, claims, security interests or encumbrances, here- inafter referred to in this Article 9 as "liens "; and that no Work, materials or equipment covered by an Application for Payment will have been acquired by the Contractor; or by any other person performing the Work at the site or furnishing materials and equipment for the Project, subject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or otherwise imposed by the Contractor or such other person. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 If the Contractor has made Application for Pay- ment as above, the Architect will, with reasonable promptness but not more than seven days after the re- ceipt of the Application, issue a Certificate for Payment 0 to the Owner, with a copy to the Contractor, for such amount as he determines to be properly due, or state in writing his reasons for withholding a Certificate as pro- vided in Subparagraph 9.5.1. 9.4.2 The issuance of a Certificate for Payment will con- stitute a representation by the Architect to the Owner, based on his observations at the site as provided in Sub- paragraph 2.2.4 and the data comprising the Applica- tion for Payment, that the Work has progressed to the point indicated; that, to the best of his knowledge, in- formation and belief, the quality of the Work is in ac- cordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole upon Substantial Completion, to the results of any subsequent tests required by the Contract Documents, to minor devi- ations from the Contract Documents correctable prior to completion, and to any specific qualifications stated in his Certificate); and that the Contractor is entitled to payment in the amount certified. In addition, the Archi- tect's final Certificate for Payment will constitute a further representation that the conditions precedent to the Con- tractor's being entitled to final payment as set forth in Subparagraph 9.7.2 have been fulfilled. However, by is- suing a Certificate for Payment, the Architect shall not thereby be deemed to represent that he has made ex- haustive or continuous on -site inspections to check the quality or quantity of the Work or that he has reviewed the construction means, methods, techniques, sequences or procedures, or that he has made any examination to ascertain how or for what purpose the Contractor has used the moneys previously paid on account of the Con- tract Sum. 9.4.3 After the Architect has issued a Certificate for Pay- ment, the Owner shall make payment in the manner pro- vided in the Agreement. 9.4.4 No Certificate for a progress payment, nor any progress payment, nor any partial or entire use or oc- cupancy of the Project by the Owner, shall constitute an acceptance of any Work not in accordance with the Con- tract Documents. 9.5 PAYMENTS WITHHELD 9.5.1 The Architect may decline to approve an Applica- tion for Payment and may withhold his Certificate in whole or in part if in his opinion he is unable to make representations to the Owner as provided in Subpara- graph 9.4.2. The Architect may also decline to approve any Applications for Payment or, because of subsequent- ly discovered evidence or subsequent inspections, he may nullify the whole or any part of any Certificate for Pay- ment previously issued to such extent as may be neces- sary in his opinion to protect the Owner from loss be- cause of: .1 defective work not remedied, .2 claims filed or reasonable evidence indicating probable filing of claims, .3 failure of the Contractor to make payments prop- erly to Subcontractors or for labor, materials or equipment, .4 reasonable doubt that the Work can be com- pleted for the unpaid balance of the Contract Sum, 12 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1%7 © 1%7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 .5 damage to another contractor, .6 reasonable indication that the Work will not be completed within the Contract Time, or .7 unsatisfactory prosecution of the Work by the Contractor. 9.5.2 When the above grounds in Subparagraph 9.5.1 are removed, payment shall be made for amounts with- held because of them. 9.6 FAILURE OF PAYMENT 9.6.1 If the Architect should fail to issue any Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner should fail to pay the Con- tractor within seven days after the date of payment es- tablished in the Agreement any amount certified by the Architect or awarded by arbitration, then the Contrac- tor may, upon seven additional days' written notice to the Owner and the Architect, stop the Work until pay- ment of the amount owing has been received. 9.7 SUBSTANTIAL COMPLETION AND FINAL PAYMENT 9.7.1 When the Contractor determines that the Work or a designated portion thereof acceptable to the Owner is substantially complete, the Contractor shall prepare for submission to the Architect a list of items to be com- pleted or corrected. The failure to include any items on such list does not alter the responsibility of the Con- tractor to complete all Work in accordance with the Contract Documents. When the Architect on the basis of an inspection determines that the Work is substantially complete, he will then prepare a Certificate of Substantial Completion which shall establish the Date of Substantial Completion, shall state the responsibilities of the Owner and the Contractor for maintenance, heat, utilities, and insurance, and shall fix the time within which the Con- tractor shall complete the items listed therein, said time to be within the Contract Time unless extended pursuant to Paragraph 8.3. The Certificate of Substantial Comple- tion shall be submitted to the Owner and the Contractor for their written acceptance of the responsibilities as- signed to them in such Certificate. 9.7.2 Upon receipt of written notice that the Work is ready for final inspection and acceptance and upon re- ceipt of a final Application for Payment, the Architect will promptly make such inspection and, when he finds the Work acceptable under the Contract Documents and the Contract fully performed, he will promptly issue a final Certificate for Payment stating that to the best of his knowledge, information and belief, and on the basis of his observations and inspections, the Work has been completed in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor, and noted in said final Certificate, is due and payable. 9.7.3 Neither the final payment nor the remaining re- tained percentage shall become due until the Contractor submits to the Architect (1) an Affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his 0 property might in any way be responsible, have been paid or otherwise satisfied, (2) consent of surety, if any, to final payment and (3), if required by the Owner, other data establishing payment or satisfaction of all such ob- ligations, such as receipts, releases and waivers of liens arising out of the Contract, to the extent and in such form as may be designated by the Owner. If any Subcontrac- tor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify him against any such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in dis- charging such lien, including all costs and reasonable at- torneys' fees. 9.7.4 If after Substantial Completion of the Work final completion thereof is materially delayed through no fault of the Contractor, and the Architect so confirms, the Owner shall, upon certification by the Architect, and with- out terminating the Contract, make payment of the bal- ance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than the retainage stipu- lated in the Agreement, and if bonds have been furnished as required in Subparagraph 7.5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 9.7.5 The making of final payment shall constitute a waiver of all claims by the Owner except those arising from: .1 unsettled liens, .2 faulty or defective Work appearing after Substan- tial Completion, .3 failure of the Work to comply with the require- ments of the Contract Documents, or .4 terms of any special guarantees required by the Contract Documents. 9.7.6 The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those pre- viously made in writing and still unsettled. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take all reasonable pre- AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® 13 SEPT. 1 %7 © 1 %7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 0 cautions for the safety of, and shall provide all reason- able protection to prevent damage, injury or loss to: .1 all employees on the Work and all other per- sons who may be affected thereby; .2 all the Work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor or any of his Sub- contractors or Sub - subcontractors; and .3 other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 10.2.2 The Contractor shall comply with all applicable laws, ordinances, rules, regulations and orders of any public authority having jurisdiction for the safety of per- sons or property or to protect them from damage, injury or loss. He shall erect and maintain, as required by exist- ing conditions and progress of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promul- gating safety regulations and notifying owners and users of adjacent utilities. 10.2.3 When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. 10.2.4 All damage or loss to any property referred to in Clauses 10.2.1.2 and 101.2.1.3 caused in whole or in part by the Contractor, any Subcontractor, any Sub-subcon- tractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shall be remedied by the Contractor, except damage or loss attributable to faulty Drawings or Specifi- cations or to the acts or omissions of the Owner or Archi- tect or anyone employed by either of them or for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. 10.2.5 The Contractor shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor to the Owner and the Architect. 10 2.6 The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. 10.3 EMERGENCIES 10.3.1 In any emergency affecting the safety of persons or property, the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Any addi- tional compensation or extension of time claimed by the Contractor on account of emergency work shall be de- termined as provided in Article 12 for Changes in the Work. Ll ARTICLE 11 INSURANCE 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by himself or by any Subcontractor or by anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable: .1 claims under workmen's compensation, dis- ability benefit and other similar employee bene- fit acts; .2 claims for damages because of bodily injury, occupational sickness or disease, or death of his employees, and claims insured by usual personal injury liability coverage; .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than his employees, and claims insured by usual personal injury liability coverage; and .4 claims for damages because of injury to or de- struction of tangible property, including loss of use resulting therefrom. 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than any limits of liability specified in the Contract Documents, or required by law, whichever is greater, and shall include contractual liability insurance as applicable to the Contractor's obligations under Paragraph 4.18. 11.1.3 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work. These Certificates shall contain a provision that coverages afforded under the policies will not be can- celled until at least fifteen days' prior written notice has been given to the Owner. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and maintaining his own liability insurance and, at his option, may purchase and maintain such insurance as will protect him against claims which may arise from opera- tions under the Contract. 11.3 PROPERTY INSURANCE 11.3.1 Unless otherwise provided, the Owner shall pur- chase and maintain property insurance upon the entire Work at the site to the full insurable value thereof. This insurance shall include the interests of the Owner, the Contractor, Subcontractors and Sub - subcontractors in the Work and shall insure against the perils of fire, Extended Coverage, Vandalism and Malicious Mischief. 11,3.2 The Owner shall purchase and maintain such steam boiler and machinery insurance as may be required by the Contract Documents or by law. This insurance shall include the interests of the Owner, the Contractor, Subcontractors and Sub- subcontractors in the Work. 14 AIA DOCUMENT A 201 . GENERAL CONDITIONS OF THE CONTRACT fOR CONSTRUCTION . ELEVENTH EDITION . AIA ra SEPT. 1967 © 1967 THE AMERICAN INSTITUTE Of ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 • 11.3.3 Any insured loss is to be adjusted with the Owner and made payable to the Owner as trustee for the in- sureds, as their interests may appear, subject to the re- quirements of any applicable mortgagee clause and of Subparagraph 11.3.8. 11.3.4 The Owner shall file a copy of all policies with the Contractor before an exposure to loss may occur. If the Owner does not intend to purchase such insurance, he shall inform the Contractor in writing prior to com- mencement of the Work. The Contractor may then effect insurance which will protect the interests of himself, his Subcontractors and the Sub - subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by failure of the Owner to purchase or maintain such insur- ance and so to notify the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. 11.3.5 If the Contractor requests in writing that other special insurance be included in the property insurance policy, the Owner shall, if possible, include such insur- ance, and the cost thereof shall be charged to the Con- tractor by appropriate Change Order. 11.3.6 The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered by insurance provided under this Para- graph 11.3, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee. The Contractor shall require similar waivers by Subcon- tractors and Sub- subcontractors in accordance with Clause 5.3.1.5. 11.3.7 If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties. He shall deposit in a separate account any money so re- ceived, and he shall distribute it in accordance with such agreement as the parties in interest may reach, or in ac- cordance with an award by arbitration in which case the procedure shall be as provided in Paragraph 7.10. If after such loss no other special agreement is made, replace- ment of damaged work shall be covered by an appro- priate Change Order. 11.3.8 The Owner as trustee shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within five days after the occurrence of loss to the Owner's exercise of this power, and if such objection be made, arbitrators shall be chosen as provided in Paragraph 7.10. The Owner as trustee shall, in that case, make settlement with the insurers in accordance with the directions of such arbi- trators. If distribution of the insurance proceeds by arbitration is required, the arbitrators will direct such distribution. 11.4 LOSS OF USE INSURANCE 11.4.1 The Owner, at his option, may purchase and maintain such insurance as will insure him against loss of use of his property due to fire or other hazards, however caused. i ARTICLE 12 CHANGES IN THE WORK 12.1 CHANGE ORDERS 12.1.1 The Owner, without invalidating the Contract, may order Changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingly. All such Changes in the Work shall be authorized by Change Order, and shall be executed under the applicable conditions of the Contract Docu- ments. 12.1.2 A Change Order is a written order to the Con- tractor signed by the Owner and the Architect, issued after the execution of the Contract, authorizing a Change in the Work or an adjustment in the Contract Sum or the Contract Time. Alternatively, the Change Order may be signed by the Architect alone, provided he has written authority from the Owner for such procedure and that a copy of such written authority is furnished to the Con- tractor upon request. The Contract Sum and the Contract Time may be changed only by Change Order. 12.1.3 The cost or credit to the Owner resulting from a Change in the Work shall be determined in one or more of the following ways: .1 by mutual acceptance of a rump sum properly itemized; .2 by unit prices stated in the Contract Documents or subsequently agreed upon; or .3 by cost and a mutually acceptable fixed or per. centage fee. 12.1.4 If none of the methods set forth in Subparagraph 12.1.3 is agreed upon, the Contractor, provided he re- ceives a Change Order, shall promptly proceed with the Work involved. The cost of such Work shall then be de- termined by the Architect on the basis of the Contractor's reasonable expenditures and savings, including, in the case of an increase in the Contract Sum, a reasonable allowance for overhead and profit. In such case, and also under Clause 12.1.3.3 above, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate sup- porting data. Pending final determination of cost to the Owner, payments on account shall be made on the Architect's Certificate for Payment. The amount of credit to be allowed by the Contractor to the Owner for any deletion or change which results in a net decrease in cost will be the amount of the actual net decrease as con- firmed by the Architect. When both additions and credits are involved in any one change, the allowance for over- head and profit shall be figured on the basis of net in- crease, if any. 12.1.5 If unit prices are stated in the Contract Docu- ments or subsequently agreed upon, and if the quantities originally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will create a hard- ship on the Owner or the Contractor, the applicable unit prices shall be equitably adjusted to prevent such hard- ship. AIA DOCUMENT A 211 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • ALA SEPT. 1%7 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 15 0 12.1.6 Should concealed conditions encountered in the performance of the Work below the surface of the ground be at variance with the conditions indicated by the Con- tract Documents or should unknown physical conditions below the surface of the ground of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract, be encountered, the Con- tract Sum shall be equitably adjusted by Change Order upon claim by either party made within a reasonable time after the first observance of the conditions. 12.1.7 If the Contractor claims that additional cost or time is involved because of (1) any written interpretation issued pursuant to Subparagraph 1.2.5, (2) any order by the Architect to stop the Work pursuant to Subpara- graph 2.2.12 where the Contractor was not at fault, or (3) any written order for a minor change in the Work issued pursuant to Paragraph 12.3, the Contractor shall make such claim as provided in Paragraph 12.2. 12.2 CLAIMS FOR ADDITIONAL COST OR TIME 12.2.1 If the Contractor wishes to make a claim for an increase in the Contract Sum or an extension in the Con- tract Time, he shall give the Architect written notice thereof within a reasonable time after the occurrence of the event giving rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or prop- erty in which case the Contractor shall proceed in accord- ance with Subparagraph 10.3.1. No such claim shall be valid unless so made. If the Owner and the Contractor cannot agree on the amount of the adjustment in the Contract Sum or the Contract Time, it shall be deter- mined by the Architect. Any change in the Contract Sum or Contract Time resulting from such claim shall be authorized by Change Order. 12.3 MINOR CHANGES IN THE WORK 12.3.1 The Architect shall have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time and not inconsistent with the intent of the Contract Docu- ments. Such changes may be effected by Field Order or by other written order. Such changes shall be binding on the Owner and the Contractor. 12.4 FIELD ORDERS 12.4.1 The Architect may issue written Field Orders which interpret the Contract Documents in accordance with Subparagraph 1.2.5 or which order minor changes in the Work in accordance with Paragraph 12.3 without change in Contract Sum or Contract Time. The Contractor shall carry out such Field Orders promptly. ARTICLE 13 UNCOVERING AND CORRECTION OF WORK 13.1 UNCOVERING OF WORK 13.1.1 If any Work should be covered contrary to the re- quest of the Architect, it must, if required by the Archi- • tect, be uncovered for his observation and replaced, at the Contractor's expense. 13.1.2 If any other Work has been covered which the Architect has not specifically requested to observe prior to being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work be found in accordance with the Contract Docu- ments, the cost of uncovering and replacement shall, by appropriate Change Order, be charged to the Owner. If such Work be found not in accordance with the Con- tract Documents, the Contractor shall pay such costs unless it be found that this condition was caused by a separate contractor employed as provided in Article 6, and in that event the Owner shall be responsible for the payment of such costs. 13.2 CORRECTION OF WORK 13.2.1 The Contractor shall promptly correct all Work rejected by the Architect as defective or as failing to con- form to the Contract Documents whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, in- cluding the cost of the Architect's additional services thereby made necessary. 13.2.2 If, within one year after the Date of Substantial Completion or within such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents, any of the Work is found to be defective or not in ac- cordance with the Contract Documents, the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so unless the Owner has pre- viously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. 13.2.3 All such defective or non - conforming Work under Subparagraphs 13.2.1 and 13.2.2 shall be removed from the site where necessary, and the Work shall be corrected to comply with the Contract Documents with- out cost to the Owner. 13.2.4 The Contractor shall bear the cost of making good all work of separate contractors destroyed or dam- aged by such removal or correction. 13.2.5 If the Contractor does not remove such defective or non - conforming Work within a reasonable time fixed by written notice from the Architect, the Owner may remove it and may store the materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may upon ten additional days' written notice sell such Work at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor including compensation for additional architectural services. If such proceeds of sale do not cover all costs which the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the pay- ments then or thereafter due the Contractor are not suf- 16 AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 ficient to cover such amount, the Contractor shall pay the difference to the Owner. 13.2.6 If the Contractor fails to correct such defective or non- conforming Work, the Owner may correct it in accordance with Paragraph 7.6. 13.2.7 The obligations of the Contractor under this Para- graph 13.2 shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract Documents or otherwise pre- scribed by law. 13.3 ACCEPTANCE OF DEFECTIVE OR NONCONFORMING WORK 13.3.1 If the Owner prefers to accept defective or non- conforming Work, he may do so instead of requiring its removal and correction, in which case a Change Order will be issued to reflect an appropriate reduction in the Contract Sum, or, if the amount is determined after final payment, it shall be paid by the Contractor. ARTICLE 14 TERMINATION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR 14.1.1 If the Work is stopped for a period of thirty days under an order of any court or other public authority hav- ing jurisdiction, through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing any of the Work under a con- tract with the Contractor, or if the Work should be stopped for a period of thirty days by the Contractor for the Architect's failure to issue a Certificate for Payment as provided in Paragraph 9.6 or for the Owner's failure to make payment thereon as provided in Paragraph 9.6, then the Contractor may, upon seven days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner payment for all Work ex- ecuted and for any proven loss sustained upon any ma- terials, equipment, tools, construction equipment and machinery, including reasonable profit and damages. 14.2 TERMINATION BY THE OWNER 14.2.1 If the Contractor is adjudged a bankrupt, or if he makes a general assignment for the benefit of his credi- tors, or if a receiver is appointed on account of his in- solvency, or if he persistently or repeatedly refuses or fails, except in cases for which extension of time is pro- vided, to supply enough properly skilled workmen or proper materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise is guilty of a substantial violation of a provision of the Contract Documents, then the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, seven days' written notice, terminate the employment of the Contractor and take possession of the site and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the Work by whatever method he may deem ex- pedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. 14.2.2 If the unpaid balance of the Contract Sum ex- ceeds the costs of finishing the Work, including com- pensation for the Architect's additional services, such excess shall be paid to the Contractor. If such costs ex- ceed such unpaid balance, the Contractor shall pay the difference to the Owner. The costs incurred by the Owner as herein provided shall be certified by the Architect. AIA DOCUMENT A 201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • ELEVENTH EDITION • AIA ® 17 SEPT. 1967 © 1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 200% �- ( ) a FICKER ARCHITECTS URBANUS SQUARE • MACARTRUR BLVD,AT FORD ROAD • P.O. BOX 186 • CORONA DEL MAR, CALIFORNIA 92626.714.644 -1681 August 1, 1972 Mr. John E. Riggins Alex Robertson Company 4300 Campus Drive Newport Beach, California 92660 Reference: Newport Center Fire Station Dear Mr. Riggins: During the past - months we have all been concerned about the cracking of the apparatus room floor. Everyone has watched the .floor cracks developing and conjectured as to what is causing the condition. The cracks first developed soon after the floor was poured and it was noted by both of us at that time. Several weeks ago I.looked at the floor condition again with Ken Perry and Chief Love, at that time I decided that some technical investigation should be performed in an effort to determine the cause and remedy for the cracks. We have asked John A. Martin & Associates, Structural Engineers, Moore and Taber, Soil Analysis, and Williams Waterproofing Company, Contractor for repairing, to investigate the floor. Obviously this is a time consuming process to determine the cause and recommend a solution. We do expect to have some information in the next week or so and at that time intend to meet with you and the City of Newport Beach. Since the condition of the floor will probably not be remedied in the next week or so and the one year warranty on the construction is approaching, the apparatus floor is to remain open beyond the twelve month warranty. The City has said that the floor condition must be resolved to them before they will release the warranty. Therefore, as soon as we have some information to help determine the cause and solution I will be in touch with.you. Respectfully, FICKE ARCHITECTS Pa u'1 S. dl�g. A.I.A PJR:jb Copies to: vMr. Ken Perry Chief Love Mr. Richard Tranbarger wH I tAM L, PPRFIRA ANHOCIATYM =FICKER ARCHITECTS URBANUS SQUARE -MAC ARTHUR BLVD, AT FORD ROAD - P. O. BOX 186 • CORONA DEL MAR, CALIFORNIA 92626 August 18, 1972 Mr. Ken Perry City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Reference: Newport Center Fire Station Slab Cracking Dear Mr. Perry: �© �� ®� q�JLv:; INC- Our office has inspected and reviewed the condition of the floor slab in the apparatus room of the above referenced building. The following are our findings and recommendations. To briefly review the history of this floor slab: The slab was poured on approximately March 24, 1971, shortly thereafter, the contractor covered the floor with curing paper that was to remain in place until the floor was ready for staining. When the paper was removed, hairline cracks were found in three of the four sections of the floor slab. A meeting was held at the job site between Mr. Villanueva (Alex Robertson), Mr. Saunders (John A. Martin & Associates), and Mr. Green (Ficker Architects) on July 21, 1971. The conclusion of this meeting was that the small amount of cracking was unsightly, but was not, at that time, unsatisfactory. It was also concluded that ageing of the concrete was necessary to determine the permanent condition and that the floor should be re- inspected approximately ten (10) months later. Upon the later inspection, the slabs have continued to crack sufficiently to cause concern both in appearance and structural affects. Therefore, we have undertaken a review of the causes of the continued cracking. We have visited the building several times and have had the floor inspected by Mr. Bowers (John A. Martin & Associates), Mr. Brown (Moore & Taber - Geologists). Tests and measurements have been performed in an attempt to determine the cause of the cracking. The design calculations, grading recommendations and construction specifications were all reviewed in an effort to find the cause. To date no significant fact appears to be the reason for the concrete to crack to this extent. Concrete, like other materials, expands and contracts with changes of temperature WILLIAM L. PEREIRA ASSOCIATES _ _, 6 9 `Mr. Ken Perry August 18, 1972 Page Two and moisture. Cracking can be caused by structural settlement, swelling of sub - grade, rusting of reinforcing bars, excess of water, dirty aggregate, improper curing, and by other uhdeterminal factors. Cracking can be controlled by proper specification of materials and mixture, location of contraction joints,!prepara- tion of sub - grade, proper pouring and finishing concrete, and proper curing and protection during curing time. The concrete design mix submitted to the architect was approved for use and a certified inspection was required as well as cylinder test to check the compresive strength of the concrete. Verification that the concrete delivered to the site is of the approved mix and properly placed is the responsibility of the General Contractor and the inspector. A report of the inspection is to be submitted to the architect and engineer for information. One cylinder test was made in this floor slab and test reports forwarded to the architect. No copy of the inspector's report accompanied this cylinder test that would have certified the weigh master ticket, water added to mixture and condition of pour area. To date these different causes and preventative methods have been checked and inspected with no apparent reason evident as to the cause of cracking. The one test that has not been performed is to core the floor to test the concrete, steel placement and sub - grade. This test would provide evidence of the quality of material and workmanship of installation. If these tests are required, they are covered by the General Conditions of the contract documents. The responsibility for performing the test and the incurring of the expenses depends upon -the results of the test to indicate if the condition is per contract documents. The remedies for repairing the concrete as it now exists are: The cracks could be cleaned and filled with bonding epoxy cement. The cracks could be grooved and filled with an elastic sealant that would allow the slab to expand and contract. 3. The floor could be taken out and replaced with new concrete. Considering the affect of the repairs, in that the appearance of the repaired cracks will always be visible, a cement topping or a flood coat of polymer could be placed over the entire floor to cover the repairs and provide a smooth surface. Any of the remedies will not absolutely guarantee that the floor will not continue to crack or that a new slab will not develope cracks. 6 0 Mr. Ken Perry August 18, 1972 Page Three Our recommendation is that whatever the cause or affect, the cracks must be repaired to prevent moisture from getting under the floor slab and causing additional problem. If you have any questions or would like further discussion regarding the cause and remedies, feel free to contact Bill or me. Respectfully, FICKER ARCHITECTS aul J. R i g, A.I.A. PJR: jb Copy to John A. Martin & Associates S[z11.72- Tmx..€D to P, (u eG of - Ie Nis' w7- Fee&% - w vs, ains w1 w Vt$tt Tite SZA,-Zood Z0Mwi-lt4W. ?AJ, FvWl0G (S 60t"Lr "Tc' Naxr 114o t4 q nit W (4V,- e✓ 06 Q..ETJkA ("1tT "A-+) FiCIC9L w &L& so aAM t,+,' prt. GwYL, A o ZNi n, cow ZAc7 M� �c.P.eAY • i \.. ail � �(� 1 I ALEX ROBERTSON COMPANY GENERAL CONTRACTORS 4300 Campus Drive Newport Beach, California 92660 (7 14) 557-7641 August 11, 1972 PUBLIC WORI(S AUG1 CITY OF William P. Fi cker, A. L NEWPO Post Office Box 186 /. CALIF BE, Corona Del Mar, California 92625 Attention: Mr. Paul J. Ruffing, A.I.A.. Reference: Newport Center Fire Station Newport Beach, California Our Job No. 7307 Gentlemen: We are in receipt of your communication dated August 1, 1972 regarding cracks in the Apparatus Room floor. Per the Contract specification requirements, design mixes were submitted and were approved by your office. All concrete was placed under the surveillance of a registered inspector and reports were forwarded to your office, the City of Newport Beach and John A. Martin & Associates. Your letter states that cracking started developing soon after the floor was poured and implies that the subject slab was never acceptable. We are in receipt of a letter from Chief R. J. Briscoe to the Public Works Department dated November 9, 1971 in which the Chief recommends final payment and states that the building has been completed to his satisfaction. In view of our compliance with your test requirements, your sub- sequent approval and the acceptance of the building by the City, we are surprised that you are requesting technical information from an agency which has already approved the concrete that is in question. We must take exception to your indication that the City is arbitrarily extending the warranty period. We question the contractual legality of such action. More important, we do not feel that the condition (which we regret) is a warranty item. A L E X R O B E R T S O N Page 2 Mr. Paul J. Ruffing, A.I.A. August 11, 1972 C O M P A N Y It is our contention that we have performed in accordance with the Plans and Specifications (which included the tests and inspections approved by your office). If your inves- tigation indicates an unstable soil condition or improper design mix, we feel the problem is yours and not the respon- sibility of the Alex Robertson Company. Please contact the undersigned should you have any questions ncerning the e. Ster t my ou , t Jo E. Riggin M germs B, \ilding Divi 'on J ER/ km cc: '<r. Ken Perry, City of Newport Beach Chief Love, City of Newport Beach Fire Department Mr. Richard Tranbarger, John A. Martin & Associates 6 FICKER ARCHITECTS URBANUS SQUARE -MAC ARTHUR BLVD, AT FORD ROAD - P.O. BOX 186- CORONA DEL MAR, CALIFORNIA 92625 -714.644 -1581 July 19, 1972 Mr. Ken Perry City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Reference: Newport Center Fire Station Shower Repair Dear Ken: Transmitted herewith is a copy of Alex Robertson Company letter dated July 13, 1972, expressing the satisfactory completion of the shower repair. The enclosed letter is for your information and use. If you or Chief Love have any comments, please contact me. Respectfully, ARCHITECTS ul J. Ruffp-dg, PJR:jb Enclosure Copy to Chief Love s Lo WILLIAM L. PEREIRA ASSOCIATES CI 0 A L E X R O B E R T S O N C O M P A N Y GENERAL CONTRACTORS 4300 Campus Drive Newport Beach, California 92660 (7 14) 557 -7641 July 13, 1972 JUL 1 7 1972 William P. Ficker, A.1 A. 550 Newport Center Drive, Suite 875 Newport Beach, California 92660 Attention: Mr, Paul J. Ruffing, A.I.A. Reference: Newport Center Fire Station Newport Beach, California Our Job No. 7307 Gentlemen: Please be advised that the leak in the shower of the subject project has been repaired as requested. This letter is to acknowledge the fact that you have verified the completion and acceptance of the work. Very truly yours, .) John E. Riggins, Manager Building Division JER /km -1 AWN IL ks._Department Eity Clerk ads�rti r, ft open x:00 P.M. on 3. Approve budget Amendment in.t unt of $10,000.for the projlit. ._ x DISCUSSION: Plans arWWcifications for construct' *pf.a sprinkler system Ars and landscaping at `Newport Center Fire' Station have been prepared by = the P.B. & R. Department. The estimated cost of the work is� Irrigation System $50000 Landscaping 5,000. r - s Total $10,000 X L Construction is estimated to be completed by May _3, 1972..'` This.-project partly discharges the city's obligations to The Irvine Company set forth in the Grant, Deed. The worm does include ­MV sidewalk and landscaping of ,the northeasterly 15 feet of the property ;_ because the grades cannot be set for the sidewalk until The Irvine a Company designs a proposed private roadway. A copy of the landscaping plan will be on- display in the i Council Chambers. JTD PWD KLP /ldg E CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER December 28, 1971 TO: CITY MANAGER FROM: Assistant City Manager SUBJECT: NEWPORT CENTER FIRE STATION LANDSCAPING Pursuant to our conversation of Thursday, December 23, and your earlier instructions, I met with the Parks, Beaches and Recreation Director, the Assistant City Engineer, and the Deputy Fire Chief on December 22 to review the Newport Center Fire Station landscaping situation. You will recall that insufficient funds were left in the original construc- tion project appropriation to complete the landscaping and sprinkler system as designed. Apparently no steps were taken to reappropriate the necessary funds in the 1971 -72 Building Excise Tax Fund Budget, although all the work had Council approval by acceptance of the plans and specifications. It would appear from the staff meeting of this past week that it would be impractical and unwise to use city forces for this extensive instal- lation project. Even if city labor was utilized, the purchase of materials, including plantings and irrigation system hardware, would still be necessary and no funds have been appropriated for this purpose. It is our collective recommendation that we seek a budget amend - ment from the City Council at the meeting of January 10, 1972, utilizing funds drawn from the Santa Ana Heights Fire Station site purchase appro- priation, since it is doubtful a site will be acquired prior to the close of this fiscal period. It is my opinion from inspecting the Newport Center Fire Station Corporation Grant Deed of May 26, 1970, that the city is obligated to com- plete this landscaping work. The Covenants, Conditions, and Restrictions provide in part that: i -z Upon completion of said improvements and within one hundred eighty (180) days from the final inspection by the local municipality, all landscaping proposed 1 No ►,e w�;�e µ�..,�,( (f) Grantee agrees that it will reserve certain areas on the Subject Property to be devoted to such uses and in such manner as hereinafter in this paragraph set forth and on which no structures will be built, and further that such reservation shall be binding upon Grantee's successors in interest. Said areas and uses shall be as follows: (1) For the full length of the northeasterly side of Subject Property an area of fifteen feet (15') in width shall be devoted to landscaping and sidewalks; (2) For the full length of the southeasterly side of Subject Property beginning at the edge of the easement for private roadway purposes reserved in 1(b) above and extending inward toward the center of Subject Property an area of eighteen feet (18') in width shall be devoted to landscaping and sidewalks; and (3) For the full length of the southwesterly side of Subject Property adjacent to Santa Barbara Drive an area of twenty feet (20') in.width shall be devoted to landscaping only. Eventually, proper landscaping must be installed at the site. The city has chosen to iocate'ia a carefully master planned commercial center upon an important arterial. It seems to me it is incumbent upon the city to construct and maintain its public facilities at a level con- sistent with the adjacent urban environment. The Parks, Beaches and Recreation Director advises that this would be an excellent time for plantings to take advantage of the spring growth period. The plans and specifications have been prepared. Pursuant to your instructions of Thursday, December 23, I have asked the Parks, Beaches and Recreation Director to meet with you to review the proposed planting scheme and have asked the Assistant City Engineer to prepare a draft memorandum for possib a submittal to the City Council on January 10. 1 PHILIP F. BETTENCOURT PFB:sh cc: Public Works Director Parks, Beaches and Recreation Director Assistant City Engineer ✓ Deputy Fire Chief i oil .. i I CITY OF NEWPORT BEACH CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 October 4, 1971673 -zllo F] Subject: Informal Bid for the Construction of an Irrigation System for the Newport Center Fire Station Gentlemen: You are invited to submit an informal bid on the attached proposal form for the construction of an irrigation system for the Newport Center Fire Station. Details of the sprinkler system are shown on the attached drawings, No. P- 5041 -5, Sheets 1 through 3 inclusive, the Standard Specifications of the City of Newport Beach, and the Specifications for Irrigation System and Landscape Planting for the Newport Center Fire Station. Sealed proposals will be received at the .office of the Purchasing Agent, City Hall, Newport Beach, California, until 3:00 P.M. on October 14, 1971. It is required that the work be completed by November 30, 1971. All fees normally charged by the City of Newport Beach will be waived, except that all contractors and subcontractors must possess valid Newport Beach City Business Licenses. Contractor's bonds will not be required. Payment will be in -one lump sum at the completion and acceptance of the work by the city. For additional information, please call Evan Graves at 673 -2110, extension 257. Very truly yours �Joseplt'T. Devlin Public Works Director KLP /bg Encl. x , August 23, 1971 TO: CITY COUN FROM: Public Wo ks Department SUBJECT: NEWPORT C NTER FIRE STATION (CONTRACT 1266) RECOMMENDATIONS: 1. Accep the work. 2. Approve extensions of time totalling 44 calendar days. 3. Waive the assessment of liquidated damages. 4. Autho ize the City Clerk to file a Notice of Completion. 5. Autho ize the City Clerk to release the bonds 35 days after the Notice of Completion has been filed. DISCUSSION: The contr ct for construction of the Newport Center Fire Station has been substantially compl ted to the satisfaction of the architect and the city staff. Stair treads and risers and locks on the lockers have not been installed because of a delay in obtaining delivery. A copy of a letter from the architect recommending acceptance of the p oject is attached: The contract amount was: $350,775.00 Change Order No. l bunks and lockers): 21,960.00 Change Order No. 2 1-hour fire door): 150.00 Total ontract cost: $77T.-M7 M Change Order No. 1 for the installation of bunks and lockers at the price of $21,960.00 was for ork which had been deleted from the original contract at the time of award because of la lack of funds at that time. Change Order No. 2 was for a one -hour rated fire door at a cost of $150,00 between the mechani al equipment room and the departmental storage room. This type of door is required by the Building Code, but had not been specifically called for on the plans.. The origi al date of completion was May 7, 1971, 200 calendar days from the date of award of October 19, 1970. The work was substantially completed on July 27, 1971.81 days from t e original date. A total a tension of the time of completion of 44 days is recommended; 30 days for inclement weath r and 14 days for completion of preliminary site work by The Irvine Company. It is re omnended that assessment of liquidated damages be waived for the remaining 37 days elay as the city's revised date of occupancy for the station was August 23, 1971 rather than July 1, 1971 as originally planned; thus no actual damages were sustained. The date of occupancy was revised at the time of Fiscal Year 1970 -71 midyear budget adjustment in early January, and the contractor was aware of the change. The work was prosecuted in an orderly manner to meet the revi�ptgq� ±�ACpDkhcy. APPROVED 6Y Y l�UV ��YYIIii���L DATE AUG 2 3 1911 August 23, 1971 Page Two Subject: Newport Center Fire Station (Contract 1266) The contractor was the Alex Robertson Company of Newport Beach. The architect was William P. Ficker, A.I.A., of Newport Beach. Detailed construction supervision was also provided by the architect's office. Mr. Ficker will be present at the Council Meeting to answer any questions which may be directed to him. Joseph T. Devlin Public Works Director BBN /bg Att. AIAW Aogar4an 14507 Paramount 604 parmakat. California ----------- MI After an Inspection tw of Vw aver "m Outiam 0. it lot 1g71. vw ct fq staff "r"d that Us P%J*Ct WON SUMO &I so* as ftet tw would reawmasad to the 021? 9-004011 on moust is. gin IM Ift Cent"44 be formally ACCOPW by #0 MY Cavocile As nWASUM In YOW I*tt$► Of July Wo 1971 10"'00 W"449 MW W riscommendgd in as kApat go 1971 latter from 00 i—wmtw fa "0 av sumb the staff will "WmwAjW to the CAf4 CqwwjI tMt the Oft of July 27* 1►71 be &Gwud as the date of nowd for $46stantial awatieft. F" list !tams remining vamplew an minwo em"A foss pw#idlj* and installing leaks at all l9dW$- and "Gish U ad Asm afs at stairways. As mutually &from an AwAt Ice go antragwo will 'um Over Possession of an famli1w to the MY so Noada►. Amt 16. Im. To city and than Contractor will "Opersim by Allowing as contractor to Odw and ""IOU the raftining Itam of Work as soon as pasiblow If then an my qmms%jqw# View call Kenneth L. Perry 10 00 Public Works NpwWmt ai67341-10. EXSMIM In. very truly yourso PKlUP F. KITEMWW Assistant city "law WAS CC: Willing P, Fidwr A.I.A. Fire aspeotment Public Works INWVM% 4 FOR CONSTRUCTION OF AN IRRIGATION SYSTEM FOR THE NEWPORT CENTER FIRE STATION INFORMAL BID To the Purchasing Agent City of Newport Beach 3300 Newport Boulevard Newport Beach, California The undersigned declares that he has carefully examined the Plans and Special Provisions and hereby proposes to furnish all materials and do all work required to complete the project in accordance with the Plans and Specifica- tions, and that he will take in full payment therefor the following unit price for the completed items of work, to wit: ITEM QUANTITY ITEM DESCRIPTION NO. AND UNIT TOTAL PRICE WRITTEN IN WORDS TOTAL PRICE 1. Lump Sum Construct complete irrigation system for Newport Center Fire Station complete in place, for the lump sum price of FOUR THOUSAND FIVE HUNDRED Dollars and NO Cents $ 49500.00 Flintridge Landscape Company, Inc. (Bidders Name) 13 October 1971 /`� ✓`E� ate (Authorized Signature BIDDER'S ADDRESS 2973 Randolph Avenue, Costa Mesa, California 92626 BIDDER'S TELEPHONE NUMBER 714- 546 -0791 ST TO OPEN IN IDS: Purchasing Agent Witness ,. ar Date ) -1 / Date i NEWPORT CENTER FIRE STATION UNIT PRICES When and where applicable, the following prices may be used in making changes and /or adjustments during the course of the work. A single unit price shall be used whether for addition or omission of work. Include overhead and profit in unit prices. A. IRRIGATION 1. Piping a. Class 200 PVC pipe and necessary fittings, include ditching, backfilling, etc. (1) 1/2" $ ,29 per lin ft. (2) 3/4" $ .31 per lin ft. (3) 1" $ .34 per lin ft. (4) 1 -1/4" $ .39 per lin ft. (S) 1 -1/2" $ .45 per lin ft. 2. Electrical Remote Control Valves in accordance with details and specifications. (1) 1 -1/4" $ 58.58 per unit (2) 1 -1/2" $ 64.50 per unit 3. 1 -1/2" Pressure type vacu= breaker in accordance with detail. $ 191.35 per unit 4. Sprinkler heads in accordance with details and specifications. (1) Shrub spray $ 4.40 per unit (2) Lawn pop -up $ 5.30 per unit S. 18 Station Automatic Controller in accordance with details and specifications (include 120 power supply) $ 612.50 per unit PROPOSAL ` FOR CONSTRUCTION OF AN IRRIGATION SYSTEM FOR THE NEWPORT CENTER FIRE STATION INFORMAL BID To the Purchasing Agent City of Newport Beach 3300 Newport Boulevard Newport Beach, California The undersigned declares that he has carefully examined the Plans and Special Provisions and hereby proposes to furnish all materials and do all work required to complete the project in accordance with the Plans and Specifica- tions, and that he will take in full payment therefor the following unit price for the completed items of work, to wit: ITEM QUANTITY ITEM DESCRIPTION NO. AND UNIT TOTAL PRICE WRITTEN IN WORDS TOTAL PRICE 1. Lump Sum Construct complete irrigation system for Newport Center Fire Station complete in place, for the lump sum price of -bc�+a Tl�ou�AU�%4Gt' 101 ec( Dol as and "'o Cents dder's Name ate ) %uWb)--i(fea Signature BIDDER'S ADDRESS -S y,) e: 426 � S • L1Aq., w�� Cpl f `�i c`1 "1 BIDDER'S TELEPHONE NUMBER ATTEST TO OF BIDS- 1 O % Date 0 ? Date NEWPORT CENTER FIRE STATION UNIT PRICES When and where applicable, the following prices may be used in making changes and /or adjustments during the course of the work. A single unit price shall be used whether for addition or omission of work. Include overhead and profit in unit prices. A. IRRIGATION 1. Piping a. Class 200 PVC pipe and necessary fittings, include ditching, backfilling, etc. Cl) 1/2" $ 8 S per lin ft. (2) 3/4" $ Y-( d per lin ft. $ .10 d per lin ft. (4) 1 -1/4" per lin ft. izs per lin ft. 2. Electrical Remote Control Valves in accordance with details and specifications. (1) 1 -1/4" $ -10 , °= per unit (2) 1 -1/2" $ -1'S 2.2 per unit 3. 1 -1/2" Pressure type vacuun breaker in accordance with detail. $ 1 �� . °-= per trait 4. Sprinkler heads in accordance with details and specifications. (1) Shrub spray (2) Lawn pop -up $ 3,5o per unit $ 4 S a per unit 5. 18 Station Automatic Controller in accordance with details and specifications (include 120 power supply) $ 'Too °= per unit PROPOSAL 0 M CONSTRUCTION OF AN IRRIGATION SYSTEM FOR THE NEWPORT CENTER FIRE STATION INFORMAL BID To the Purchasing Agent City of Newport Beach 3300 Newport Boulevard Newport Beach, California The undersigned declares that he has carefully examined the Plans and Special Provisions and hereby proposes to furnish all materials and do all work required to complete the project in accordance with the Plans and Specifica- tions, and that he will take in full payment therefor the following unit price for the completed items of work, to wit: ITEM ITEM DESCRIPTION PRICE WRITTEN IN 1. Lump Sum Construct complete irrigation system for Newport Center Fire Station complete in place, for the lump sum price of Five- thousand- six - hundred- Dollars twenty-three an and Cents $ 5,623.44. October 13, 1971 Date BIDDER'S ADDRESS BIDDER'S TELEPHONE NUMBER ATTEST TO OPIIEN..IN''I � W Purchasing Ageni Bob's Landscaping Service 16761 Construction Way West, Santa Ana, Ca (714) 546 -8071 Date IQ //V/g (Date) 92705 I NEWPORT CENTER FIRE STATION UNI7 PRICES When and where applicable, the following prices may be used in making changes and /or adjustments during the course of the work. A single unit price shall be used whether for addition or omission of work. Include overhead and profit in unit prices. A. IRRIGATION 1. Piping a. Class 200 PVC pipe and necessary fittings, include ditching, backfilling, etc. (1) 1/2" $ fi0 per lin ft. (2) 3/4" $ 70 per lin ft. (3) 1" $ R5 per lin ft. (4) 1 -1/4" $ 90 per lin ft. (S) 1 -1/2" $ 1.00 per lin ft. 2. Electrical Remote Control Valves in accordance with details and specifications. (1) 1 -1/4" $ 60.00 per unit (2) 1 -1/2" $ 65.00 per unit 3. 1 -1/2" Pressure type vacuim breaker in accordance with detail. 175.00 $ per unit 4. Sprinkler heads in accordance with details and specifications. (1) Shrub spray $ 12.00 per unit (2) Lawn pop-up $ 12.00 per unit S. 18 Station Automatic Controller in accordance with details and specifications (include 120 power supply) $ 650.00 per unit -- 0 PROPOSAL FOR CONSTRUCTION OF AN IRRIGATION SYSTEM FOR THE NEWPORT CENTER FIRE STATION. INFORMAL BID To the Purchasing Agent City of Newport Beach 3300 Newport Boulevard Newport Beach, California The undersigned declares that he has carefully examined the Plans and Special Provisions and hereby proposes to furnish all materials and do all work required to complete the project in accordance with the Plans and Specifica- tions, and that he will take in full payment therefor the following unit price for the completed items of work, to wit: ITEM QUANTITY NO. AND UNIT ITEM DESCRIPTION AL PRICE WRITTEN IN WORDS 1. Lump Sum Construct complete irrigation system for Newport Center Fire Station . complete in place, for the lump sum price of �.Le) TOTAL PRICE • Dollars U_ and cents $ Port po P.b w► p. ;Y, C^.rre. (Bidders Name (ROthorized Signature BIDDER'S TELEPHONE NUMBER Q. 1z c/erl,�3 - I g I q TEST T�OOPOF^ BIOS: W , Vr Purchasing Agent) r Witness (0 I If `7 Date o XV, 9 Date NEWPORT CENTER FIRE STATION • UNTT PRICES When and where applicable, the following prices may be used in making changes and /or adjustments during the course of the work. A single unit price shall be used whether for addition or omission of work. Include overhead and profit in unit prices. A. IRRIGATION 1. Piping a. Class 200 PVC pipe and necessary fittings, include ditching, backfilling, etc. (1) 1/2" $ 1.00 per lin ft. (2) 3/4" $ (.1 D per lin ft. $ �. a5 per lin ft. (4) 1 -1/4" $ t:3 i per lin ft. (S) 1 -1/2" $ -1.60 per lin ft. 2. Electrical Remote Control Valves in accordance with details and specifications. (1) 1 -1/4" $ per unit (2) 1-1/2" $ Q', °O per unit 3. 1 -1/2" Pressure type vacuum breaker in accordance .with detail. $ r as • per unit 4. Sprinkler heads in accordance with details and specifications. (1) Shrub spray $ per unit (2) Lawn pop -up $ 14.oa per unit S. 18 Station Automatic Controller in accordance with details and specifications (include 120 power supply) $ ZQ, S per unit i i j��4 S.Y^ .:;s'6Le6Aw`b�vv".eC� G�i�isaa' ":� r - �:_dat..���`x',, ... .e�.a:.a�iEk �... ._ .:�7as-�y:+fi.»raSisLW COST ESTIMATE LANDSCAPING NEWPORT CENTER FIRE STATION IRRIGATION Description 2 -1/2" Mainline 1/2" Lateral Pipe 3/4" Lateral Pipe 1" Lateral Pipe 18 Station Controller 1 -1/2" S M R Lawn Heads Shrub Heads Control Wire 1 -1/4" R C V Landscaping Soil Preparation Lawn (Seeded) Ground Cover 15 gallon tree 15 gallon shrub 5 gallon shrubs 1 gallon shrubs QL=tity 600 lin. ft. 874' 412' 356' 1 1 91 120 3800 lin. ft, 13 TOTAL IRRIGATION Quantity 11,800 sq..ft. 7,400 sq. ft. 4,400 sq. ft. 48 4 92 96 Unit Cost .70 lin. ft. .29 .38 .40 650.00 175.00 6.65 ea. 5.50 ea. .08 lin. ft. 79.00 ea. Unit Cost .04 sq. ft. .10 sq. ft. .12 sq. ft. 42.00 35.00 8.00 2.30 TOTAL LANDSCAPING TOTAL LANDSCAPING 4 IRRIGATION $9;246.37 45-day Establishment Period 600.00 9, 46.3 Total $ 420.00 253.46 156.56 142..40 650.00 175.00 605.15 660..00 304.00 $1,027.00 $4,393.57 Total $ 472.00 740.00 528.00 2,016.00 140.00 736.00 220.80 $4,852.80 WILLIAM P. FAER, A.I.A. -T Architecture and Planning Suite 875 • 550 Newport Center Drive, Newport Beach, California 92660 • Area Code 714 • 644 -1581 October 25, 1971g�,i������/' C1S'� p4 �H I F011? 6% Mr. Kenneth L. Perry Assistant City Engineer City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Reference: Newport Center Fire Station Dear Mr. Perry: We have reviewed previous contract billings and find that the $37,288.00 retention shown as due on the enclosed billing from Alex Robertson Company is correct. Original contract punch list items have been completed. Therefore, the retention amount is due and may now be paid. There are a few new items to be corrected. These have developed since completion and will be taken care of under the guarantee. Very truly yours, WILLIAM P. FICKER, A.I.A. ames B. Green, A.I.A. Project Architect JBG:jb Enclosure GENERAL CONTRACTORS t 1 i iyA- 1 CERTIFICATE FOR PAYMENT AIA DOCUMEN 703 OWNER ARCHITECT FIELD OTHER 40 1 /L PROJECT: Now r' Center Fire Station (name, address rt Beach, California TO (Owner) City of Newport Beach ARCHITECT'S PROJECT NO: 700101 � 3300 Newport Boulevard CONTRACT FOR: General Construction Newport Beach, California 92660 L � CONTRACT DATE: November 12, 1970 In accordance with this Contract and the attached Application For Payment the Contractor is entitled to payment in the amount stipulated below. The present status of the account for this Contract is as follows: Net change by Change Orders $ 22 .110.00 ORIGINAL CONTRACT SUM ..$350,775.00 ADDITIONS $ DEDUCTIONS $ CHANGE ORDERS Change Orders approved in previous months by Owner— TOTAL . $ 22 • 11 O . OO Subsequent Change Orders . $ _3 TOTAL DEDUCTIONS DEDUCTIONS . Number Approved (date) 1 6 -7 -71 21,960.0 BALANCE TO FINISH . 2 8-18-71 150.0 MATERIALS STORED . . . $ -0- TOTAL COMPLETED & STORED $ n—G.0_ RETAINAGE _ 10 0% 37 , 288.00 TOTALS 22,110.01? Net change by Change Orders $ 22 .110.00 ORIGINAL CONTRACT SUM ..$350,775.00 CHANGE ORDERS TOTAL ADDITIONS . . . $ 22 • 11 O . OO SUB TOTAL . . . . . . $ _3 TOTAL DEDUCTIONS DEDUCTIONS . . $ ' O - CONTRACTSUMTODATE. .$ 372,885.00 BALANCE TO FINISH . .$ - O - TOTAL COMPLETED TO DATE_ $ 372,885.00_ MATERIALS STORED . . . $ -0- TOTAL COMPLETED & STORED $ n—G.0_ RETAINAGE _ 10 0% 37 , 288.00 TOTAL EARNED LESS RETAINAGE . . . . . .$ 335 597.00 LESS PREVIOUS CERTIFICATES THIS CERTIFICATE -- . . . , $ A 00 Architect: WILLIAM P. FICKER, A.I.A. �- gy: �e�g��_�R���— Date: August 20, 1971 This Certificate is not negotiable. It is payable only to the payee named herein and its issuance, payment and acceptance are without prejudice to any rights of the Owner or Contractor under their Contract. If AIA DOCUMENT G702 APPLICATION FOR PAYMENT, or other application form containing satisfactory evidence of payment for Work previously completed DOES NOT ACCOMPANY THIS CERTIFICATE, the Contractor shall first provide the equivalent certification by completing and executing the following: State of: County of: The. undersigned certifies that the Work covered by this Certificate for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid for Work for which previous Certificates for Payment were issued and payments received, and that the current payment shown herein is now due. ALEX, RPBER,TSON COMPANY Date: U�' 3.7 t CERTIFICATE NO: Subscribed and sworn to before me this 2.177b /ay of Notary Publi�/� ✓�rpy,t.,,,et 'OFFICIAL SEAL WILLIAM M. CISSNA ° NUTARr PUBLIC CALIFORNIA a PRINCIPAL OFFICE IN LOS ANGELES COUNIY DATE OF ISSUANCE: August AIA DOCUMENT 6783 • CERTIFICATE FOR PAYMENT • SEPTEMBER 1966 EDITION . 199 %6 AIA® "Ilt AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, DEC. 28006 ONE PACE 197 City of Newport Beach 3300 Newport Newport Beach, California L State of: California County of: Orange The undersigned certifies that the Work herein has been completed in accordance with the Contract Documents, that all amounts have been paid for items for which previ- ous Certificates for Payment were issued and payments received, and that the current payment is now due. ALEX ROBERTSON COMPANY COT Y64 Campus Drive, Newport Beach BY Gordon H." Galloway Date Subscribed and sworn to before me this , day of , 99 Notary Public: My Commission Expires: APPLICATION NO: 10 J PERIOD FROM: 8/1/71 August 2.0, 1971 TO: 8/20/71 Application is made for Payment, as shown below, in connection with this Contract. TOTAL COMPLETED TO DATE (F below) STORED MATERIALS (see attached list) TOTAL COMPLETED & STORED RETAINAGE % TOTAL EARNED LESS RETAINAGE LESS PREVIOUS PAYMENTS CURRENT PAYMENT DUE ITEM No. A DESCRIPTION OF WORK B SCHEDULED VALUE C PREVIOUS APPLICATIONS D "f :u •l' L'.., /'t:i.�i'I`i COMPLETED TO DATE % F OWNER ARCHITECT IV ❑ i Site Earthwork .14,950 CONTRACTOR [$j - 100 FIELD ❑ AIA DOCUMENT 6702 Struct. Excavation, O1HER PROJECT: Newport Fire Stavi on (name, address) Jamboree Road & Santa Barbara Road Newport Beach 7,200 -, TO (Owner) Cassions, Gradebeams, F 7 DATE OF APPLICATION: City of Newport Beach 3300 Newport Newport Beach, California L State of: California County of: Orange The undersigned certifies that the Work herein has been completed in accordance with the Contract Documents, that all amounts have been paid for items for which previ- ous Certificates for Payment were issued and payments received, and that the current payment is now due. ALEX ROBERTSON COMPANY COT Y64 Campus Drive, Newport Beach BY Gordon H." Galloway Date Subscribed and sworn to before me this , day of , 99 Notary Public: My Commission Expires: APPLICATION NO: 10 J PERIOD FROM: 8/1/71 August 2.0, 1971 TO: 8/20/71 Application is made for Payment, as shown below, in connection with this Contract. TOTAL COMPLETED TO DATE (F below) STORED MATERIALS (see attached list) TOTAL COMPLETED & STORED RETAINAGE % TOTAL EARNED LESS RETAINAGE LESS PREVIOUS PAYMENTS CURRENT PAYMENT DUE ITEM No. A DESCRIPTION OF WORK B SCHEDULED VALUE C PREVIOUS APPLICATIONS D THIS APPLICATION E COMPLETED TO DATE % F BALANCE TO FINISH G 1 Site Earthwork .14,950 14,950 - 100 14,950 - 2 Struct. Excavation, Backfill 7,200 7,200 - 100 7,200 -, 3. Cassions, Gradebeams, Caps 10$50 10,550 - 100 10,500 - 4 Asphalt Paving 2,700 2,700 - 100 2,700 - 5 Concrete, Building 119,040 19,040 - 100 119,040 - 6 Concrete, Site 10,970 10,970 - 100 10,970 - 7 Reinforcing 17,695 17,696 - 100 17,695 - 8 Precast Roof Tees 17,000 17,000 - 100 17,000 - 9 Misc. Metals 4,950 4,950 - 1.00 4,950 - 10 Carpentry 20,451 20,451 - 100 20,451 11 Doors, Hollow-Metal -1;457 1,457 - 100 1,457 - 12 Insulation 100 100 - 100 100 - SUB TOTAL OR TOTAL AIA DOCUMENT GM - APPLICATION FOR PAYMENT • SEPTEMBER 1966 EDITION • 01966 AIAO P CE THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 3OW& 1 of, kwl AIA DOCUMENT G702 PROJECT: Newport (name, address) Jamboree Newport TO (Owner) O \VNER L ARCHITECT PREVIOUS APPLICATIONS D CONTRACTOR [� FIELD ❑ OTHER 450 Fire Station Road & Santa Barbara Road Beach 7 DATE OF APPLICATION: August 20, 1971 City of Newport Beach APPLICATION NO: 10 3300 Newport Newport Beach, California. L J PERIOD FROM: 8/1/71 TO: 8/20/71 State of: California County of: Orange The undersigned certifies that the \fork herein has been Application is made for Payment, as shown below, S in connection with this Contract. completed in accordance with the Contract Documents, that all amounts have been paid for items for wbich previ- TOTAL COMPLETED TO DATE IF below) ous Certificates for Payment were issued and payments received, and that the current payment is now due. STORED MATERIALS (see attached list) ALEX ROBERTSON COMPANY TOTAL COMPLETED & STORED Contractor RETAINAGE % 4300 Campus Dri ve , Newport Beac,h)TAL EARNED LESS RETAINAGE Address LESS PREVIOUS PAYMENTS By Gordon H. GaA.1 oway Date CURRENT PAYMENT DUE Subscribed and sworn to before me this day of 19 Notary Public: My Commission Expires: ITEM No. A DESCRIPTION OF WORK B SCHEDULED VALUE C PREVIOUS APPLICATIONS D THIS APPLICATION E COMPLETED TO DATE % F BALANCE TO FINISH G 13 CAul king 450 450 - 100 450 - 14 Hardware 1,725 1,639 86 100 1,725 - 15 Drywall 4,177 4,177 - 100 4,177 - . 16 Acoustical Ceilings 988 988. - 100 988 - 17 Roofing /Sheet Metal 61700 6,700 - 100 6,700 - 18 Glass /Glazing 10,800 10,800 - 100 10,800 - 19 Overhead Doors 11,570 11,570 - 100 11,570 - 20 Resilient & Ceramic -Floor 6,200 3,100 3,100 100 6,200 - 21 Painting 5,100 3,825 1,275 100 5,100 - 22 Toilet Acces., Compartments, Signs 3,050 3,050 - 100 3,050 - 23 Kitchen Equipment 2,300 2,300 - 100 2,300 - 24 Plumbing 22,500 22,500 - 100 22,500 - SUB TOTAL OR TOTAL AIA DOCUMENT 6702 - APPLICATION FOR PAYMENT - SEPTEMBER 1966 EDITION - 01966 AIA® P[�GE , THE,AMEMCAV 4MTtTUTE Of ARCIIITECTS, 1,35 NtW YORK AVE., NW, WASItINGTON, D.C. 30006 Z of S PAG0 APPLICATION OWNER ❑ ARCHITECT ❑ FOR PAYMENT CONTRACTOR C>} FIELD ❑ AIA DOCUMENT G702 OTHER PROJECT: Newport Fire Station (name, address) Jamboree Road & Santa Barbara Road TO (Owner) Newport Beach F 7 DATE OF APPLICATION: City of Newport Beach APPLICATION NO: 10 3300 Newport Newport Beach, California L— J PERIOD FROM: 8/1/71 State of: California County of: Orange The undersigned certifies that the Work herein has been completed in accordance with the Contract Documents, August 20, 1971 TO:8/20/71 Application is made for Payment, as shown below, in connection with this Contract. that all amounts have been paid for Items for which previ- TOTAL COMPLETED TO DATE (F below) ous Certificates for Payment were issued and payments received, and that the current payment is now due. STORED MATERIALS (see attached list) ALEX ROBERTSON COMPANY TOTAL COMPLETED & STORED Contractor RETAINAGE % 4300 am u :Drive Newport BCh.TOTAL EARNED LESS RETAINAGE Addr ss� ti 1 ` LESS PREVIOUS PAYMENTS By Gordon H. Galloway Date CURRENT PAYMENT DUE Subsc� bed and sworn toibefore me is y ................ „.m... „„ ........... ............. Yp� day of ; OFFICIAL SEAL E .� �'�l,' l9� %T9 WILLIAM M. CISSNA NOTARY PUBLIC CALIFORNIA Notary Public: PRINCIPAL OFFICE IN - My Commission Expires: ? LOS ANGELES COUN7 Y My Commission Exnires March IR 1974 72,885.00 37,288.00 335,697.00 330,458.00 5.1�9_nf1 ITEM No. A DESCRIPTION OF WORK B ......, „. SCHEDULED VALUE C „ .............$"....... PREVIOUS APPLICATIONS D �. ���1-1 1................... THIS APPLICATION E COMPLETED TO DATE % F BALANCE TO FINISH G 25 Heat /Vent /Air Cond. 14,700 14,700 - 100 14,70 - 26 Electrical 33,452 33,452 - 100 33,45 - 27 Bunks & Lockers 21,960 20,862 1,098 100 21,96 - 28 Door #53 150 -0- 150 100 15 - SUBTOTAL OR TOTAL 372,885 367,176 5,709 372,885 0 AIA DOCUMENT GM • APPLICATION FOR PAYMENT • SEPTEMBER 1966 EDITION • 01966 AIA® THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 PAGE 3 OF 3 - PAGES v` Posm No. 36 R.J. Briscoe. Fire Chief cc: Alen Robertson Company William P. Ficker NEWPORT BEACR- no,DEPARTMENT'. . . E. NO: D DATE N November 9. 1971 . TO: P Public Works Department FROM:.Fire C Chief SUBJECT: N Newport Center Fire Station I recommend final payment to the General C Contractor for c construction' of t the Newport. Center Fire Station. , ,.. TThhe. b building has been completed to z s satisfaction. Posm No. 36 R.J. Briscoe. Fire Chief cc: Alen Robertson Company William P. Ficker CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER October 21, 1971 TO: Mayor and City Council FROM: City Manager SUBJECT: REPAYMENT OF ADVANCE FOR NEWPORT CENTER FIRE STATION CONSTRUCTION On February 8, 1971 the City Council approved a loan from the Future Water Sources Reserve Fund to the Building Excise Tax Fund should a deficit arise as a result of the construction of the Newport Center Fire Station. The deficit at that time was projected to be $123,262. The loan was to be repaid from 1971 -72 Building Excise Tax revenues. The final 1970 -71 Building Excise Tax Fund deficit amounted to $137,710.02. The $137,710.02 was transferred, as a loan, from the Future Water Sources Reserve Fund to the Building Excise Tax Fund at June 30, 1971 to cover the deficit. Budget Amendment 36 provides for the repayment of that loan. RLW:GP:dp i I Robert L. Wynn APpRQI £� DATE U/01 812, rt i (. s . .. 1971 x:? Y )� Mr. Ric'hata A. swell 1►ttorney at Law 419 East 17th Street CS�eta Mesa, Calitt " 4 .7771. ar -Mr. Newell: This Is in answer to yourlaphone ihWiX7,. 6n Friiby, October 15 .. in connection with a poasihIs conflict ofterwst in awarding a Public Works contract to your client, WilliaeAi Patrick* for the construction of an irrigation system for the Now .port Cebta�F'fire- station. I hays been advisee! that Williauti brick is that pregidrmt and the pie ncipal stockholder is 1►li idge Landscape :,06mpany, Inc., the lave bidder for this project. As you are al+ari!i: Mr. Patrick is also i:member of the Newpart Beach Parks,: �eac 6 and Recrea." tion Commission. It appears that :the plane and specifications for tht- .construction of the subject irrigation system were.prepared by tom. PB&R De- partment, and in addition,. that Depairtment will be responsible ' for the field supervision during the installation of the system. Based on this information, the Public Works'Di ctor has.recom- mended that the contract be awarded to the s000sd loan ;bidder to avoid a possible conflict of interest. Section 608 of the Newport Beach Charter (a,copy of which I have "closed for your information) states in Paragraph St "NO Wa- bar of any board or commission shall be financially interested. directly or indirectly, in any contrast, sale o8 traneactioDto which the City is a party . , whidh.pertaina to the Departaaeent, -'office or agency of the City with which each board or commission is connected." Section 608 points out that no member, O.0 .a com- mission shall be deemed to be:financiailly , interestsd in any _con o . tract mada` with a corporation where his only interest in the i "Of S4 I A, Al" 41 J Al ift 4 O�x ;Nk TW- — Ws'. T 'for ,tea YE�q i 3_�to:' ..... . ..... 1v 4, x, ., Al 5wc4` Wx .......... rpera Acts :as the lriisaident of and owne.the major ty,of the outstanding st"k in Fliatxidge Landscape Co y>. In lig f the i,q uage contained in. Section 608.'and in view, of the mar ep s that there are di eat• C Dstween the PB&R Depantthe Construction of this .Jett , it is my `try Mr. Richard A. Newell -2- October 18, 1971;,: . corporati4 is that of a , holder and the .stock owned by him . shall amount to less than percent (3%) of all the stock . Of such co tion It is � ttndarstandiri `that Mr. Patrick rpera Acts :as the lriisaident of and owne.the major ty,of the outstanding st"k in Fliatxidge Landscape Co y>. In lig f the i,q uage contained in. Section 608.'and in view, of the mar ep s that there are di eat• C Dstween the PB&R Depantthe Construction of this .Jett , it is my w AX FP 414' py dt ATM r yam; :iX . . . I . . . . . . . . . M4 ' 7�1 ;r r ��ft_. It "k, I ,I .141I�11 1$Fi I z q I kw PI, Z�� "'i't tt j_ 4, 'A' RX , irT_ -Im :T-,;73a Y�o , WX I WIN Is M � 4 TOr CITY NV"A FRONr Public Yorks Director Sh BAM INFOWAL SID FOR CONSTRUCTION OF AN IMIMTIdh S46 m THE NEwPm CENTER PIKE STATION At Sr00 P.N, on October 14, 1971 tour informal bids for the construction of as irrigation system at the Newport Center Pin Station Mfr opened in the office of the Purchasing Agent. Invitations to.bid had been seat to eight landscape and sprinkler oentractors. P1lntridga Landscape CoepWo, loco ;46,600600 Costa Nan Norman Seshu Landscaping :4Ki:00 °SWU Laquns Bob's Landscaping Service f6 ►hi43r44 Santa An �Irrigation Contractors :6 ►916.00 Engineer's Estimate 14,600.00 The nintridde LNrQscapo Comoro Inc. is .ovned Ey Wlliam.dl, Pat rick► a P.4. i R. laraisslaar of the city. The plain wore prepared by the P.S. • R. Wet f" It is recoonded that the contrast be awarded to:the' awed low bidder to avold a possible conflict of interest. **raw Seahm Landaeppino is known to be well- nalifled. His bid is 85 over the engineWi -tat /sate. At the and of fiscal year 1970 -71 all funds for the lire stWee project were wiped out. No funds wen re- ated. It .6 recomaended that a t ateadaart in the amaunt of IS,000 be . presented toe City CoY;Jl for their approval an October U. 19710 T. Devlin 1 Yorks 01 rester bg cat CiV Attoraw r -' r"ec'hilr s F i September 13. 1971 I r ri 4F, tee s W k t � "Y" + " m v o tea' ,. t ..: ti F 4 h On, I �y, � ♦� l i 6� 'T' � � t <V'Er s z 4�, I:a .W s CY��`et{ h t 7_,�i °�`i' ( tr i •yy' ''w'�vi _. ,n -_, '^ q'- t of ° "S ; ;7y�d! - ✓�N Y ».. A ,v r # z W -x ` q�s•• A r jy'�F4 �rbt r 'y -v.4 .§ > }s r.` .sz[ i A �5„ Y • i s x" 4�5 .gyp, � �o �' � $k » k}{ y.� 1.� _. ', Y-� �E�`G a'. � % �+Ir ��xriLh•7�s �' �� tY F , j f s -.x•. t p! k :.'* 2 I -� sit tx. t J r a e t -+5f�: a ., A-�•� J a aF,:.. y '. Ye ..� Vw ; fi h�.. �'y, rV.n 91, a / V 5- :_'r""Jp v�•c �a`+*� �6 S 5 y�3. a.�, ✓8� .F' t < f a F .� s+ tN ✓ � s�:,a nt i � X 't '"a ""�^C. °' ryr. .' °a _, r x k� �`�', fiEk�ryt ✓ -, y�`�'✓ �'�JJ''q�.�s�'� � +.°rg. 3x81{ �"- -. W-1 s_ ­4A, Yb "$" of pw3 z " n ., ✓- r r h . �- s a v i -r ?d y'.y iy i Y w )` t� S t p '„y `V�l Y♦ e'' ',Ai c - �' 1'c t' n =,y'i ' j�` /-yy R { 4 � s ,,'�, <: I � ` r „4i+k" _'t' 1�i�g`a kr4�r •�'�"en- �+✓t ;GSr�'?�fi���+�.,t� 't � � ¢ 1;�'�✓�etr§^ v'�.'«Aha cl �'[ I` ��tX -� __. �^ 1 �j� ��y'"' � r at��t�i" M: 4h. ;1,`•��y4, vi ' ,?:1' 'r y 3 �k 'h" 1 ..1- 4 x -u t t a 4 �¢ I isi y, pr y, -`tip• FV A I a . Y'S#Py T� ,eLtR '%� Y'3✓"`�b�.s'.a �.- F'° .fi'.'S°y 't tP'Eix,F i+"�ix a sta Y a..,v 4.yr ,�y'�,�Y.✓ t a v ,r`K,, `f' 4 +''°p ata Y .. «P ;.1 t't �,g - r", -�.`, `" r 5 tra y, t _.:; t I - n t"r�'.'�i -E3 { '2v `"•�a �.. ,* t.r'�Y.: rt. 1rfX rAr r r;Y n 'f+t y ! ` y't'c I -rt' x ; "" tix 1 YFdp: 'e Y 1 { .V, r i_` XW i „k4'v w' N t? r of . "+2fi5 r +'1F �. °q:; � y �' •fix yT at5° %`x��`.,�'y�;,,�.�'+'+'�,+��}.. 1; � "t C- (20(0 NOTICE OF COMPLETION PUBLIC WORKS To All Laborers and Material Men and to Every Other Person Interested: YOU WILL PLEASE TAKE NOTICE that on JUIX 27, 1971 the Public Works project consisting of construction of Nevflort Center rive Station on which Alex Robertson Cornpany was the contractor, and The Travelers lndeaaaW Coniyaay was the surety, was completed, I, the undersigned, say: CITY OF NEWPORT BEACH I am the Public Works Director of the City of Newport Beach; the foregoing Notice of Completion is true of my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on August 24, 1971 at Newport Beach, California. I, the undersigned, I am the City Clerk of the City of Newport Beach; the City Council of said City on August 23, 1971 accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on August 24. 1971 at Newport Beach, California. Doris M. George, Depd4 City Clerk -2-Z 7/ TO: CITY COUNCIL FROM: Public Works Department SUBJECT: .NEWPORT CENTER FIRE STATION (C -1266) RECOMMENDATION: May 24, 1971 70 DATE Mq� ` ' L f 24 1111 Approve a budget amendment in the amount of $12,000 to complete the Newport Center Fire Station. DISCUSSION: A'10 On October 19, 1970 the city awarded a contract for the construction of the fire station to the Alex Robertson Company for $350,775. The total price of the project, including fire apparatus and furnishings, is estimated to be $727,500. PROJECT ESTIMATE Building site, including appraisals Soils testing Plans Printing plans Estimates Driveway approaches Fire signal conduit Building contract Bunks and lockers Fire equipment Furnishings Landscaping Contingencies Total BUDGETED FUNDS 1969 -70 Plans: Tp-propriation Year end adjustment 1970 -71 Plans: Appropriation Sites Tp-propriation Budget Amendment 26 Construction: per ati on Budget Amendment 26 $146,904.23 750.00 33,300.00 1,095.50 1.070.00 1,269.56 627.50 350,775.00 22,000.00 148,489.65 15,000.00 5000.00 $72; :;0'8!88 $ 15,000.00 5,125:00 $ 20,125.00 $ 14,367.88 $146,400.00 504.23 $1460904.23 $310,000.00 59,318.78 $369,318.78 May 249 1971 Page 2 Subject: Newport Center Fire Station (C -1266) Equipment and Furnishings: Appropriation $170,000.00 Budget Amendment 26 - 20,215.89 Budget Amendment 74 150000.00 $164,784.11 Total Appropriations to date (1969 -71) SUMMARY Project Estimate $727,500 Budgeted Funds 715500 Funds Required $ 12,000 $715,500.00 It is now estimated that the construction of built -in lockers and bunks will cost $22,400. The present funding for bunks and lockers is $15,373.03. The requested Budget Amendment of $12,000 includes $7,000 for bunks and lockers, and $5,000 for landscaping. The Budget Amendment, if approved, will complete the funding for the new fire station. It is anticipated that the imbalance in the Building Excise Tax Fund will be corrected by a year end transfer from the Water Fund. The loan will be repaid in 1971 -72. JTD /l dg vlin Director u� y3 TO: CM MANAGER FROM: SUBJECT: pril 7, 1971 Public Works Department NEWPORT CENTER FIRE STATION (C 1266) The Public Works Department called fo S a.irate informal bids t'Ronstruct lockers and bunks for the fire bids were 'to be opened on April 2, 1971. No bids were receiv.!jil On April 6, one bid on each.item was submitted by Quality Frame and Door, Inc., the subcontractor to Alex Robertson Co.:for cabinet work on the fire station: Bunks 54 @ $11,340 Lockers 18 @ $385 TOTAL $18,270 The bids for bunks and lockers submitted by Alex Robertson Co. on October 6, 1970, and deleted by the City were: Bunks and Lockers (one item) $13,395 There are a number of possible courses of action open: 1. Advertise for formal bids using the regular contract procedure. 2. Redesign the lockersand bunks hoping to achieve a cheaper design. 3. Purchase ready-made lockers and/or bunks, 4. Investigate having the City carpenters or firemen build the bunks and lockers. � ZA�V_,T& k C'VAI'o C; C)P_VEQ_ —Tc> 4)6.L/C— Lex It is our understanding that 1he Fire Chief will be discussing this matter with you. for cc: Fire Department L t,.:; -- ---- -- -' _ 0 y SOIL AND PLANT LABORATORY,INC. Memos, of The Califomis Association of Agficuttursl Lal orstoriss Southern California Office: March 17, 1971 Lab. No. 27449 City of Newport Beach Park Beach & Recreation Department 1714 West Balboa Blvd. Newport Beach, CA 92660 Attention: Mr. Richard Harrison FIRE STATION - JAMBOREE AND SANTA BARBARA Attached are results of soil fertility and agricultural suitability analyses carried out on the soil sample received March 9. SoiFAnalysis ` Soil reaction is slightly alkaline and the salinity level is adequately low. Sodium is well balanced by calcium and magnesium and constitutes no hazard to plant growth and /or soil structure. The boron concentration is well below the toxic range and time content is medium. Soil fertility data show available nitrogen moderately low, phosphorus very low, and potassium deficient. Calcium and magnesium are adequately supplied for nutritional purposes. In summary, while overall soil fertility tends to be low we find no serious adverse chemical characteristics in the sample submitted. Recommendations If surface soil compaction has occurred due to site preparation and building activities, all areas to be landscaped should be cross ripped to a depth of 12 inches with ripper teeth set on 12 inch centers. Following ripping the following additives should be incorporated to a depth of 4-6 inches by means of rototiller, or equal: AMIT. /1;000 SQUARE FEET 6 cu. yds. Nitrogen stabilized redwood sawdust or fir bark 40 lbs. 6 -20-20 (Best Fertilizer Co. Cropmaker, or equal) 10 lbs. Soil sulfur P.O. Box 11744, Santa Ana, California 92711 /(714) 538 -0029 P. O. Box 153, Santa Clara, California 95052 /352 Mathew Street/ (408) Zd.: 0 0 SOIL AND PLANT LABORATORY, INC. Mmnbar of TM Colifomia Association of Agricultural Laboratories -2- City of Newport Beach March 17, 1971 . Lab. No. 27449 The amended soil can be used for backfill mix of trees and shrubs and if additional quantities are needed, we recommend a soil mix be prepared as follows: 6 parts by volume on -site soil 4 arts by volume organic amendment per above 2 lbs. 6 -20-20 per cubic yard of mix 2 lbs. Ferric sulfate per cubic yard of mix The post -plant maintenance for the first year should consist of a high nitrogen analysis complete fertilizer such as Best Fertilizer Company's 16-6 -8 or 77 -4-8, or equal applied on a' monthly basis at the rate of approximately 6 Ibs, per 1,000 square feet. If there are any further questions regarding this site, please contact us. FORREST FULLMER FF:ph >U SANTA (eLARA. CALIF. 95052 ` ^, /�, , (/�{ ^ ORANGE. CALIF. 92669 108) 4 03 `oi/ Rd �.( C rlt skabokatoil ' .� ac- Mal, 5390029 P.O. BOX 777 . (a�el 243.0330 v l• ��u�����,��lllll t "'CCC...µY,11.. F�✓/ �(, v Y`l/ p City of Newport Beach Name Park Beach & Recreation Department SOIL Address 1714 West Balboa Blvd. } FERTILITY ,t Newport Beach, CA 92660 ANALYSIS D.I. March 12, 19711 gamble Half Set. No. uralim % DN 1 15 7.5 560 16 1 2 72 2150 228 Fire Station - Jamboree & Santa Barbara - Surface soil sample rec'd. 3 -9-71: A,Prea. spluht! Nitrate Ammonia phosphate salts Nitrogen Nitrogen Phosphorous Potassium Calcium Magnesium We Wien olMrwiw Indica%d, concentration of +bments arm in p d, per million H. dry toil. E.4,01en with 10% sodium ac.tals pH 6.0. Field c�pacitr is +pposim+biv 04.01 to I7 halt saturation pam.atogi'. EC. N s+t.,on v extract coW V1,iry. Tin PN 11 d.Wminod let glen electrode as soil paM. Approalnwao Wva aWh cakWatad from ponduc• Iivlir of distilled enter astracl. ' "F'�JnipalloN with iershror .:..;.. > . ` %'.'— Irirgation of deaf rents::, eq: "FXF' inF,g6Hp5 eANTA� 0. B CALIF, 93032 So�.� d ��a�� �a(ootcato �I�C• ORA P. 0 CALIF. 92e19 P. O. BOX 133 P. A' 30- J» IAOB -'i 263 -0330 171 A' 820.0029 City of Newport Beach Name Park Beach & Recreation Dept. AGRICULTURAL Address 1714 West Balboa Blvd. SUITABILITY ANALYSIS Newport Beach, CA 92660 �A_ aOfe March 12, 1971 Sample Hall W. No. ulatinn % pH millie4ulualenls per liter - � -� - -- - -- I'M Fb Calcium Magnesium Sodium Potassium gnnn time SAR Cement 1 15 7.5 2.0 10.7 2.9 8.1 0.4 0.15 3.0 Med. Fire Station - Jamboree & Santa Barbara - Surface soil sample received 3 -9 -71: Holt Seasonal" % — Apprwlwme field enlaure capeslM• CCe - 01111shos per centipefer. SAR — Sadlw dampi" MHl w W9}ejim „�, P.O. 11744 SANTA ANA CALWO U.S.A. Code Interpretation, Please Request" Schedule of Fees" " "" RETURN COPY WITH PAWENT i �` � /� �/ CITY OF NEWPORT BEACH MEMORANDUM: From Assistant City Manager TO.. - -.- P 1 hI�.. 1Y0RKS ..DLREGTI�R ................ .-..Februajw..12..., 19....71 I have reviewed your memorandum of February 3, 1971, regarding the Newport Center Fire Station (Contract 1266) with the City Manager. We concur with the recommendations in the memorandum. The colors and materials scheme which was reviewed with the Fire Chief is acceptable and is approved as submitted. Informal bids should be secured for the lockers and the bunks. The PB$R Department should immediately proceed with the landscaping design. We will assume the carpeting will be bid on an "installed in place" basis. Please see that Mr. Ruffing's request to have an opportunity to review and comment on each aspect of the work is satisfied. Reply wanted Q r h (..,•. r• t , Reply ! not neceseaq 0 . •.... .... ............................... no �. f ,� �.. �. a ..;: WILLIAM P . F I C K E R , A. I. A. Architecture and Planning Suite 875 • 550 Newport Center Drive, Newport Beach, California 92660 • Area Code 714 • 644 -1581 March 1, 1971 Mr. Kenneth L. Perry ' ryF�Pp�n pF��!��`r Assistant City Engineer Cq��BFgCy City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92660 Reference: Newport Center Fire Station Dear Mr. Perry: Alex Robertson Company has requested the overhead doors as manufactured by Finishline Industries, Los Angeles, be accepted as an "approved equal" to those specified at no change in contract amount. They have verified the financial reliability of Finishline Industries. We have examined and operated a door manufactured and installed by Finishline Industries at Fire Station #2, Huntington Park, California. The fire department reports no problems with this door and the opening and closing operation was completely satisfactory. We are accepting the requested change to Finishline Industries with the understanding that doors manufactured and installed by them will be equal in substance and operation to those of the manufacturer specified and will comply with requirements of the contract documents without exception. We are informing you of this change request because of the important function of these doors and the mutual concern that they operate perfectly. Very truly yours, WILLI FICKER, A.I.A. James B. Green, A.I.A. Project Architect JBG:jb Copy to Alex Robertson Company W,(- � 6-4-r / Goo7 of -6h5 [e ma F►l�= C�1cr� asst �S 7o rebruary 2, ::772 Vr. Cedric A. ..Bite, .}r. > ;. A. 1. 292 Wilshiro Anaheim, Ld]liiornia 9230) :mar 'fir. Milto: ale %port Centovr Fire. 4t.ntion In early , nv�--f4wr 1977') I req,,iested a quotation from you to re- evaluate y)ur fair srtar'ket value appraisal of the Newport C:rz ',tor fire station site in liL; it of t;,e . toore and Tabor soil report. tl,a you know, L,1w city encountered substantial additional construc,-. . tion costs as €. result of Vic data from that foundation investigation. live city has a,proachp,l the Irvine Cairaany to request a reovaluat.ion of the purchase price for this prcile+rty. In a January 20, 1971, reply 'fir. Elbert J. Auer, Vice President, Comaorical Development > -!mia ent, for the Jrr^ine i(xiFwTy has denied this request. ;"is letter Maicatema " . . the soil ccxaditimas were taken into wn- sideration a "iesi t1-.c ani.rc=isal was mado and that no further adjust - acnt or ti':e part of the Irvine CiEhnq)any should be cr"idered ". Mr. .suer Wicates In your appraisal you assume that the "same soil coaditioris were present as were present in Newport Center ". 13efore the city briilgs this matter to a close, I would appreciate your vrittrn cox ants on the conclLzions in Mr. AueT's letter. Very trimly yours, M tILIP F. LL,i J`RaA, Vi illstint City n;iger OF3: sh cc: City *Catae�ger Civil ltgineer, ;'. Perry V/ Paul ?uffing, 'l.I.A. >•. ' x e a. r � i .,� yY�y. r k T x '1Y. ;,r�`�tf br y 2F - 'i v_iv.rt R •(V ,. R r- _ i {'y 1 ' R! ,fit #Sr .iti� S W y y4 M y Irk IV s k; IL a IN'.T°'.,:. , ie' Y *. x : ? �#.% a „Y dy._: a.p 1♦.,.+ ez +. RVPN Y �y 'L r 4 sc, p .rhi ;�A t ip 4'{.> x g�' A 1.��Y =��}: f� �,ly „RR Ni�.l �lr.y'Z•°n '1.. i^3 d ) 1 .y? ”. "1Mi ?r h� 'K , {F` AIL. rF:u Ne i �S w - �4Rr es7 T k F M ';c�SVl ♦ S Yi I' 4 M1dii c "� p� �� g �,s f :.; x e% low y1y i.. �"Kf wY / 2.h r r �,y ri s lot -- illy :v. i ,ya . -•fi`„ r §: ;v R t1y 114, {3ry+r Y s'r •t ijyZ° R y t ` stix!� MR nt'{t. "�` ' " .i `�k Y:. ` j A",��d "sk• 's'3- ,'TT" * s'' a s'r• 'F' � February 20 1971 I. Paul WKWO, WREWO P. Picker, Architemcntmu"ra and Flanning SSO NeMoort Center Sdte 375 ';4A � mport CaliSrOu 926oO Dear Mr. vv ng. z-WLC': ?�sNqpert Center fire Statio On. !ovedbeT 3, 19700 1 wTotn you to ail for written comman• regarAng too Ofocts of thou july I) fcLzwIaLity^ investi,-.7,ation by HcxiYe w)d i'a!>-,r i-,n .-onstructioll costs for the newport coater We Station. Yow, reply dated �Nbva-!',b,rr 12, 1970, analyzed Cie origirxl project costs 0Xtl.-Zteq Ulrich Were daae it Jute and updat'od in September after the sVl inwstigatioi-- This tKurnatia" *as forwarded to Mr. Albert J. A..vkr, Vice Piv.sWont, Commercial i%evelopment Ma"ge- M ii, t1le Irvine* Ca4pWW WOUld ��ent, for thiz. lryine Company to deteirlin Izelsider a reevaltmtIon, of this purchase price the city paid for the fir: station site. nr. Wei's response, dated. January 20, 1971, is att,',�,,:i'ied , . iie indicates that, ". . , the Conpany ref-uses to warrant soil o.'r:idltlmLs in a land sale transaction, especially in ilow of the fact V,.at we have no ?.mowledge of the design characteristics of the improvement that is to he constructed oil tree site'. I would appreciat^ your wTitteii evaluation of Mr. Aucr'3 reply. Very truly yours, i iUp 1:1 Assistant City Walpi: PS: S;"' Att. cc: City NI�U'ager Civil Enginver' X. Perm V/ Cedric k. Maite, Jr. %A.I. La � 5 pTy' r x • 4f f '-Y' y. I 'M f9 h:13 •0.i 1 X u vC.°{•A pct �i `��� aii� �y..1 at } wY x ...�.: tY ya 1 y ♦�ry �'df .ix: €. .. x. y,•T 4 ii' %'•§F rY• #1^`k- '�. '}^ '}e t f �ti `.� i J es-ri,: j.�x 1 2 - "y .0 a (°T 'tS �• P.a� x 3 ' °i ,tt F - 6Y 5.• a,'i' W T, � $ Ex'�'.w r� M i" +,s.0 ? ail "'�$,r4 •rt t,s qo - ��p t iy,"�•. XF�, a f1*>s., r } ♦" 1 I.µ pr : ti -�g�'A t•`.y'r! '�T ,r '* (.� !At tr_ +T# �4# [-� � V t,�.a ' t t. � ="tq ca' 1' .�• a 4� '� f �§2 5 ''M �� i���� � >�iay _ ili �" ` ¢ s '. } �:'S6 tsy,ii•, -;: �. p i_' f r i Ki � , x.`trR .� n�. . � a� Y4_ v .. * 'fee X .. 4�. - ��� _ .x , cF....'f .°'., �'a "" i. � .Y�.� .`�r;•k , r a� _.x.ia�R��"i4 sy.` �.: r T F 1 �y � p 9' 'S 4 ��' -"� •i gI�YY,fS J .# y y" 4 a, G 1 Y �'�x< 's'S x y�`� a �•'rtJ9kC.'3'�M1,�m'_ � �a a k�,,gi„€�� ,-0wr* 3 y _ Y iq y > yf* dY'uk '� t- :.:Taa' ,ilt - x'd - ^_„jr 'h�"*''�`�i { `•- TO: CITY COUNCIL FROM: Public Works Department SUBJECT: NEWPORT CENTER FIRE STATION (CONTRACT 1266) RECOMMENDATIONS : Approve Budget Amendment BA -26 for the project. DISCUSSION: November 9, 1970 ,'- 90 6 ,+ -a(a On October 19, 1970 the City Council awarded the contract for the construction of the fire station to the Alex Robertson Company in the amount of $3506775 for the base bid less carpeting, bunks, and lockers. The total price of the project is estimated to be $730,000. This figure provides $5,720.95 for contingencies. See attached project estimate. $646,525 has been budgeted for the project to date. In addition to the subject budget request, an additional appropriation of $29,500 will be required in 1971 -72 to complete the project. lic ALP /bg Att. Suggested sources of the additional 1970 -71 appropriation of $53,975 include: 1. Defer preparation of plans for Palisades Road fire station $30,000 2. Use estimated surplus in Building Excise Tax Fund $23,975 (leaving balance of $210). _ Total $53,975 Devlin APPROVED BY CITY COUNCIL ks Director DATE NOY 91970 Total Total Additional Appropriation Item Cost Appropriation Needed Land $1469904.23 $146,400.00 $ 504.23 Construction 369,318.78 310,000.DO 59,318.78 Equipment and Furnishings 1490784.11 170,000.00 (20,215.89) .Architect's Fees 34 492.88 20 125.00 14 367.88 Subtotal Through June 306 1971 $700 500:00 $646o525.00 $53.975.00 Furnishings (Furniture, supplies) $ 15,000.00 Carpeting 5,000.. . .Rescue Van 4,400.00 Landscaping 5,000.00 Subtotal 1971 -72 $ 29,500:00 $296500.00 GRAND TOTAL $730,000.00 $83,475,00 lic ALP /bg Att. Suggested sources of the additional 1970 -71 appropriation of $53,975 include: 1. Defer preparation of plans for Palisades Road fire station $30,000 2. Use estimated surplus in Building Excise Tax Fund $23,975 (leaving balance of $210). _ Total $53,975 Devlin APPROVED BY CITY COUNCIL ks Director DATE NOY 91970 October 29, 1970 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT CENTER FIRE STATION PROJECT ESTIMATE . ................... F COST Spent or Encumbered Item Total To Date Building site, including appraisal $1469904.23 $146,904.23 Soils testing 750.00 750.00 Building (Less on -site work and furni- sb -ings) 321.575.00 321,575.00 . On -site improvements 25,000.00 259000.00 Equipment (built -in) 49200.00 49200.00 Driveway approaches 19269.56 11269.56 Fire signal conduit 627.50 627.50 Fire equipment 149,784.11 1490784.11 Architect (935% x $350,775) 33,323.63 33,323963 Estimators (1/3% x $350,775) 19169.25 10169.25 Landscape architect 500.00 Printing plans 632.02 632.02 Materials testing 500.00 Bunks and lockers (separate contract or change order) 8,000.00 Connection fee to sanitation districts 543.75 543.75 Contin encies 59720 95 Subtotal through 1969 -71 $7000500 °00 $6850779;05 To be Budgeted in 1971 -72 Furnishings (Furniture, linens, kitchenware) 15,100.00 Carpeting 5,000.00 Landscaping 50000.00 Rescue Van 4.400.00 Subtotal 1971 -72 $ 29,500.00 GRAND TOTAL $7309000.00 $685,779,05 F October 19, 1970 TO: CITY COUNCIL FROM: Public Works Department SUBJECT: NEWPORT CENTER-FIRE STATION (CONTRACT 1266)(---- - Y .._.. r'- l RECOMMENDATIONS: (=off SrJ, -1-15 1. Reject all bids received on October 6, 1970. 2. Authorize the City Clerk to advertise for new bids to be opened at 3:00 P.M. on Tuesday, November 17, 1970; with the bid documents revised to provide for commpplleetiioo�nn within � + IOU 1Ui 270 calendar days from award of the co� i V Y E -:✓ w 8 :i't i DISCUSSION: OCT 19 1970 On October 121 1970 the apparent low bidder for the project, J. Ray Construction Company, requested to be relieved of its obligations because they believed that the work could not be completed within the 200 days specified. There are three courses of action open to the city: 1. Award the contract to J. Ray Construction Company over its objections. 2. Award the contract to the second low bidder, Alex Robertson Company of Paramount. 3. Reject all bids and re- advertise for new bids. If the contract is awarded to J. Ray Construction Company over its objections, the city may have difficulty enforcing liquidated damages. The second low.bid exceeds the low bid by amounts varying from $12,311 to $21,556, depending which alternate is taken. A comparison of the two low bids received on October 6, 1970 is listed below: Item J. Ray Construction Co. Alex Robertson Co. Difference Base Bid $ 347,444 $ 3690000 $ 21,556 Deduct for Carpeting - 4,500 - 40830 Deduct for Bunks and Lockers - 4,600 - 130995 Deduct for Carpeting, Bunks and Lockers - 90100 - 18,225 Base Bid less Carpeting 342,W40 364,170 21,226 Base Bid less Bunks and Lockers 342,844 3550605 12,761 Base Bid less Carpeting, Bunks and Lockers $ 338,344 $ 3500775 $ 12,331 It is standard practice in bidding on Public Works projects to specify a uniform time period for completion. In order to meet the original target date of May 15, 19709 and upon advice from the architect's office, a 200 day construction period was specified. Based on information received from the J. Ray Construction Company, a construction period of 200 days does not appear to provide enough time to complete the work. V October 19, 1970 Page 2 Subject: Newport Center Fire Station (C -1266) In an effort to obtain a more favorable price to the city, it is recommended that the construction period be increased from 200 to 270 days and that the project be re- advertised. The plans will also be reviewed by the architect before re- advertising to see if further economies can be made. If the recommendations are approved, the estimated time of completion is August 20, 1971. The architect will be present at the Council Meeting to answer any questions. �. A Joseph T. Devlin 7160N Public Works Director KLP /1dg I E F -1 CITY OF NEWPORT BEACH Office of CITY ATTORNEY To: The Honorable Mayor and Members of the City Council From: City Attorney Subject: Public bids for construction of Newport Center Fire Station CONCLUSION October 19, 1970 It is recommended that the Council permit the J. Ray Construction. Company to withdraw its bid. FACTS On October 12, 1970, the City Council considered the bids received for the construction of the Newport Center Fire Station. The low bidder was the J. Ray Construction Company of Costa Mesa. A representative of J. Ray Construction Company was present at the Council meeting and advised the Council that the company could not meet the requirement that the building be completed within 200 working days, and wished to withdraw its bid unless the time for completion could be extended to 270 days. Upon receiving this information, the Council continued its consideration of the awarding of the contract until October 19, 1970, for the purpose of allowing the City Attorney and the architect time to review the matter and report their findings to the Council. Our examination of the bid documents and correspondence relating to this matter reveals that the specifications for the project,,: dated September 1, 1970, which were prepared by the architect and used by the bidders as the basis for pre- paring their bids did not contain a specific completion date. These specifications had a blank to be filled in by the bidders, which reads as follows: "The undersigned estimates that work will be substantially complete with calendar days." The bid submitted by J. Ray Construction Company estimated that it would take 270 days to complete the work. Prior to the opening of bids the architect transmitted an addendum to the specifications to all of the prospective Newport Center Fire Station -2- October 19, 1970 bidders, stating that the time for completion of the work would be 200 calendar days from the date of the award by the City Council. On October 6, 1970, the bids were opened and read by the City Clerk. In a letter dated October 7, 1970, the J. Ray Construction Company advised the City that it would comply with the 200 -day completion time if it were awarded the contract. The original specifications contain a statement advising that the City has adopted the Standard Specifications for Public Works Construction (1970 Edition and supplements) as prepared by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America. The Standard Specifications contain a provision which calls for liquidated damages in the amount of $100 payable by the contractor for each day of delay in completing the work. The position of the J. Ray Construction Company is set forth in the letter dated October 13, 1970, which is attached hereto. The company contends that it was not aware that the liquidated damage provision was a part of the specifications applicable to the project and that the architect had led them to believe that liquidated damages would not be appli- cable if they failed to meet the 200 -day completion time. ANALYSIS Once a bid is opened and declared it becomes an irrevocable option of which the public body cannot be deprived without its consent, unless grounds for rescission exist. 41 Cal. Jur. 2d Public Works and Contracts Sec. 26. It is our opinion that the facts support the conclusion that the J. Ray Construction Company made a good faith mistake in agreeing to complete the project within 200 days based upon the assumption that the liquidated damages provision would not be applicable. We believe that the J. Ray Construction Company has legal.grounds for rescission of its bid based upon that mistake, and therefore recommend that the Council permit the withdrawal of the low bid. If the recommended action is taken, the Council would be faced with a choice of either accepting the second low bid, or of rejecting all bids and calling for new bids. TOA � n. SEYMQjTR City Attorney THS:mh Att. cc: City Clerk City Manager Public Works Director r J. RAY CONSTRUCTION COMPANY 1BB K. 17TH.BT. -13UIT[ 7A QOBTA MCBA. 6AL1 /. 97f77 Oct. 13, 1$70 JCL 4 011i O"1111- 64II•4210 City of Newport Beach City Hall 3300 Newport Blvd., Newport Beach, Calif. Gentlemen: By this letter you are advi$ed that J. Ray Construction Company respectfully requests permission to withdraw it's bid for construction of the proposed Fire Station at Newport Center. The following explaination is presented for your consideration. The original bid documents did not specify a completion date. J. Ray, after considerable thought, estimated that the work would take 270 days, and so indicated in the formal bid documents on the line provided: Subsequent to filling out the completion time on the bid documents, J. Ray received addendum No. 1 specifying a completion date of 200 days; no mention was made of liquidated damages; J. Ray, Nevertherless, believed the . job required 270 days and did not alter the bid document to reflect Addendum No. 1. After J. Ray was listed as apparent low bidder, the firm was called by the Architect and requested to deliver certain papers among which was a letter of compliance. These documents were signed and delivered. At the time these documents were delivered however, J. Ray was not aware that liquidated damages were a part of the specifications. The City of Newport Beach publishes a book of standard specifications, including liquidated damages, which we later learned is a part of all contracts. This publication was not available through the Architect. In addition, J. Ray called the Architect and was informed by the Architectls•office that they didn't think liquidated damages were involved. In summary, J. Ray believes the City of Newport Beach should accept J. Rayle request to withdraw for the following reasons: (1) The original bid was non - responsive which raises legal questions. (2) The J. Ray Organization cannot complete the project in 200 days and the liquidated damages would be more than offset by City labor and standby costs. (3) Imposition of liquidated damages would create a hardship for J. Bay Construction Company. Very truly yours, J RAY CONS�UCY'�D�N COMPANY e s D. Ray JDR/eb resident go CITY OF NEWPORT BEACH � � N0. BUDGET AMENDMENT $ 23,767.64 (Net Decrease in Fund Mace) TYPE OF ACTION aIncrease Budget Appropriations Revenue Estimates EXPLANATION: The following budget amendment is requested to provide for: P 1(\1 0 Fueds to cover total east of Newport Center Fire Station Project. Fund Asset/ No. Liab.No. Unappropriated Surplus Building Excise Tax 27 P90 $ 51.767.64 $ Budget Appropriation Building Excise Tax 27 304 , (10.000.00) Estirated Revenues 300 Unappropriated Contingency Reserve C14b7). ; S Budget Appropriation Control (304) Sao Reverse Side-------- - Fund Code No. Dept. /Div. Acct.Code No. Acct. Name Proj.Code No. Proj. Name Estimated Revenue Control (300) Fund Code No. Acct.Code No. Acct. Name S nancia nance Signed: ministrative pprova : City Manager G1ty r.ounclr Approver: j.,ty i.rerK October 70 1970 Date October 71,1070 Date i Date grlc/ ¢-- Decrease aml � 27- 2397 -021 Plans for Fire Station Jamboree A Santa Barbara 15.672.35 27 -2395 -023 Construct Newport Center Fire Station Near Santa Barbara and Jamboree 37.591.06 27- 2395 -025 Prepare Plans for Santa Ana Heights Fire Station 309000.00 27- 2397 -027 Flow .Station Site - Jamboree Road Fwd 3ahta Barbara 504.23 30,DM.00 53.767.64 ` A 1 J �� i A TO: CITY COUNCIL FROM: Public Works Department SUBJECT: NEWPORT CENTER FIRE STATION (CONTRACT 1266) RECOMMENDATIONS: G -Ll 1. Award the contract to J. Ray Construction Company in the estimated amount of $342,944.00 for the base building with carpeting omitted, and approve a budget amendment in the amount of $53,767.64; or 2. Reject all bids and direct the architect to modify the drawings and specifications. DISCUSSION: On October 6, 1970, at 10:00 A.M.,,five bids were opened and read by the City Clerk: • C - ►Zhu October 12, 1970 FROM: Public Works Department SUBJECT: NEWPORT CENTER FIRE STATION (CONTRACT 1266) RECOMMENDATIONS: G -Ll 1. Award the contract to J. Ray Construction Company in the estimated amount of $342,944.00 for the base building with carpeting omitted, and approve a budget amendment in the amount of $53,767.64; or 2. Reject all bids and direct the architect to modify the drawings and specifications. DISCUSSION: On October 6, 1970, at 10:00 A.M.,,five bids were opened and read by the City Clerk: The last estimate approved by the City Council was $311,167. Later the architect submitted a revised estimate of $336,522. The low bid exceeds the revised estimate by 3.2 %. The increased estimated cost of the building was caused in part by soil conditions. It is estimated by the architect that $21,884 of the $25,355 increase was caused by soil conditions.Q 7, A] PROVED BY CITY COUNCIL DATE OCT 121970 Gam- G.G. M N 07e,15 I Deduct for Alternates JAdd for Alternate r— Base Bid (Includin 1 2 (Bunks Q (Sacked Finish) Bidder Alternates 1 and 2) Car etin ) Lockers) ( Concrete ) J. Ray Construction Co. $347,444.00 $ 4,500.00 $ 4,600.00 $ 5,528.00 Costa Mesa Alex Robertson Company 369,000.00 4,830.00 1.39395,00 150000.00 Paramount South Coast Construction 376,830.00 4,568.00 5,705.00 8,244.00 Costa Mesa R. G. Webb 4106000.00 4,800.00 60000.00 66000.00 Los Alamitos Penhall Marine 4299326.00 40830.00 4,(300.00 70800.00 Newport Beach Architect's Estimate $ 3366522.00 The last estimate approved by the City Council was $311,167. Later the architect submitted a revised estimate of $336,522. The low bid exceeds the revised estimate by 3.2 %. The increased estimated cost of the building was caused in part by soil conditions. It is estimated by the architect that $21,884 of the $25,355 increase was caused by soil conditions.Q 7, A] PROVED BY CITY COUNCIL DATE OCT 121970 Gam- G.G. M N 07e,15 I 0 October 12, 1970 Page Two Subject: Newport Center Fire Station (Contract 1266) • If the contract is awarded as recommended, the total price of the project is estimated to be $709,792.64. This figure provides only $2,442.50 for contingencies. The contractor has indicated a willingness to offer carpeting to the city for $4,500 and to hold the offer open until July 15, 1971, on the condition that he is awarded the contract. This offer should be secured in writing in order to be binding upon him. $646,525 has been budgeted for the project to date: Land Construction Equipment and Furnishings Architects' Fees $ 146,400 310,000 170,000 20,125 Total $ 646,525 Cost Spent or Item Total Encumbered Building site, including appraisal $ 1469904.23 $ 146,904.23 Soils testing 750.00 750.00 Building structure, less on -site work and built -in furnishings 3091411.00 On -site improvements 241783.00 Furnishings built in to building 4,150.00 Lockers and bunks 4,600.00 Furnishings not built -in 169160.00 Contingencies 2,442.50 Driveway approaches 1,269.56 1,269.56 Fire signal conduit 627.50 627.50 Fire equipment 153,840.00 149,840.00 Architect (9)j% x $342,944.00) 32,579.68 200125.00 Landscape architect , 500.00 500.00 Estimators (1/3% x $342,944.00) 1,143.15 Printing plans 632.02 632.02 Materials testing 500.00 Subtotal $ 700,292.64 $ 320,648.31 TO BE BUDGETED FOR 1971 -72: Landscaping 5,000.00 Carpeting 4,500.00 Subtotal $ 91500.00 GRAND TOTAL $ 7099792.64 $ 3209648.31 The contractor has indicated a willingness to offer carpeting to the city for $4,500 and to hold the offer open until July 15, 1971, on the condition that he is awarded the contract. This offer should be secured in writing in order to be binding upon him. $646,525 has been budgeted for the project to date: Land Construction Equipment and Furnishings Architects' Fees $ 146,400 310,000 170,000 20,125 Total $ 646,525 111110E-� ♦ i October 12, 1970 Page Three Subject: Newport Center Fire Station (Contract 126 An additional appropriation is required: Item Total Cost Total A bbroOriation Additional Appropriation Land $ 1469904.23 $ 1469400.00 $ 504.23 Construction 349,165.58 3109000.00 39,165.58 Equiphient and Furnishings 1709000.00 170,000.00 -0 -. Architects' Fees 34,222.83 20,125.00 14,097.83 Subtotal $ 700,294.64 $ 6469525.00 $ 531767.64 1971 -72 Landscaping and Carpeting 9,500. 9,500.00 TOTAL $ 709,792.64 $ 646,525.00 $ 63,267:64 Possible sources of finding the needed -funds include: 1. Defer preparation of plans for Palisades Road Fire Station $30,000 2. Use estimated year end surplus ,in Building Excise Tax Fund $ 241185 TOTAL $ 54,185 The architect was William P. Ficker. A letter from him is attached recommending award of the contract. Mr. Ficker will be at the Council meeting to answer questions. Joseph T. Devlin V13N Public Works Director KLP /bg Of WILLIAM P. FICKER, A.I.A. Architecture and Planning Suite 875 • 550 Newport Center Drive, Newport Beach, California 92660 • Area Code 714 • 644 -1581 October 8, 1970 a9 ! s C�yIto Op The Honorable City-Council City ofNewportBe Beach 3300 West Newport Boulevard Newport Beach, California 92660;,; c Gentlemen: The bids received on the Newport Center Headquarters Fire Station have been reviewed by our office. The low bidder'is J. Ray Construction Company of Costa Mesa with a bid of $347,444.00. An estimated cost of $311,167.00 had been approved by the Council on June 25. An up -dated estimated cost T4t5 EST'l"ffE of $336.522.00 was submitteuto t e Citv on WASeWLOTVFlauaaN) September 14 prior to advertising for bids. The ToCbL^.x-u- °"' increase is primarily due to the soil condition l� revealed when the investigation was made by Moore & Taber Soil Engineers and Geologists. The native soil is expansive clay and diatomacious shale which would cause shifting and differential settlement of the building. The engineers recommended that the expansive material be removed and replaced with non - expansive granular fill. Further, they recommended that cassions be placed to support the building on the underlying bedrock. This condition is reflected in an increase of the estimated cost of earthwork and concrete. The earth- work increased from $2,402.00 to $12,251.00 or $9,942.00. Concrete increased from $54,992.00 to.$66,934.00 or $11,942.00. These two items account for $21,884.00 iocr.ease in the up -dated estimate. The remaining difference of $4,104.00 is Made up in overhead doors, cabinet work and equipment. We have compared our estimate with a contractor's cost breakdown and found that the amounts and quantities .compare reasonably; however, their costs are somewhat higher. 0 - � 0 The Honorable City Council City of Newport Beach October 8, 1970 r Page Two I I. The bid received on the Fire Station is a reasonable cost for a building of this type. Attached please find a list of fire stations completed within the past two years which illustrates the cost comparisons. It should be noted that the bid received and the estimates include many amenities which are normally purchased outside of the building contract. These are furnishing items such as lockers, bunks, benches, refrigerators, range, dishwasher and .carpeting. The cost of'these is approximately $13,000.00 which is included in the base bid. The base bid received would break.down by areas as follows: Base Bid Building $309,411 -00 Sitework $ 24,783.00 Furnishings $ 13,250.00 Building and Site $334,194.00 ($24.35 per sq. ft.) $347,444.00 Analysis of the bids and estimates shows that the actual cost of this project is higher than desired but is within a reasonable cost. This may indicate that the building should be rebid. However, the bulk of the added cost is due to soil conditions that will not change. Rebidding may not provide sufficient cost reduction to warrant the time involved in rebidding. Therefore, the bid submitted by J. Ray Construction Company should be accepted and the construction contract awarded. 'Very truly yours, w�� William P. Ficker, A.I.A. WPF:etm Enclosure C i r COST COMPARISON FIRE STATIONS i (Includes building and site improvements) 1• Orange County 3,800 sq. ft. at $ 86,000.00 = $22.75 per sq. ft. 10,000,sq. ft. at $245,000.00 = $24.50 per sq. ft. (Newport Freeway at Dyer Road) 4,000 sq. ft. at $12ii,000.00 = $30.00 per sq. ft. Santa Ana 4,500 sq. ft. at $110,000.00 = $24.50 per sq. ft. City of Orange 20,617 sq. ft. at $443,000.00 = $21.50 per sq. ft. California City 3,588 sq. ft. at $ 96,852.00 = $26.99 per sq. ft. .i San Diego 3,700 sq. ft. at $ 78,760.00 = $21.50 per sq. ft: Santa Maria 6,228 sq. ft. at $155,359.00 = $24.95 per sq. ft. The above were constructed one to two years ago. Newport Beach (Newport Center Fire Station) 13,719 sq. ft. at $334,194.00 = $24.35 per sq. ft. WILLIAM P. FICKER, A.I.A. Architecture and Planning Suite 875 • 560 Newport Center Drive, Newport Beach, California 92660 • Area Code 714 • 644 -1681 September 14, 1970 Mr. James P. DeChaine Assistant City Manager City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Reference: Newport Center Fire Station Dear Mr. DeChaine: . We hereby request that the City Council accept the contract documents as submitted for the above referenced project. Under separate cover we have submitted plans, specifications and detail book for your review. The up -dated estimate has been prepared by Halvorsen and Dingman. This estimate reflects a cost increase due to soil conditions that required removal of expansive soils and import of granular fill. The soil condition also requires caisson footings rather than spread footings as previously assumed. The up -dated estimate is $336,522.00. The previously approved amount of $310,000.00 with the 1% construction cost increase per month is within the cost margin\ allowed per our . contract. Based on the revised estimate and the above we feel that the project should be approved for bidding. Competitive bidding will give the actual cost of the project and necessary adjust- ments may be negotiated.with the successful contractor. We anticipate that-the successful low bidder will be between the budget of $310,000.00 and the up -dated figure of $336,522.00. We request that you approve the contract documents and authorize advertising for bids. Respectfully, WILLIAM P. FICKER, A.I.A. . aul J. u f f a. A.I.A. CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER July 13, 1970 ft% TO: MAYOR AND CITY COUNCIL FR(M: City Manager SUBJECT: PLANS FOR NEWPORT CENTER HEADQUARTERS FIRE STATION RE0344ENDATION: It is recommended that the design development phase (plans and elevations)be approved and that the architect be authorized to proceed with the preparation of working drawings. DISCUSSION: Attached you will find a set of plans for the Newport Center Head- quarters Fire Station. Included in these documents are the site plan, first and second floor plans, exterior elevations, building sections and the in- terior finish schedule. These plans have been thoroughly reviewed by appro- priate members of the City staff and with the exception of a few minor changes given to the architect represent the building program required for the Newport Center Headquarters Fire Station facility. You will also find attached a cover letter from Mr. Paul J. Ruffing, A.I.A., Project Architect, from the office of William P. Picker and Associates. Mr. Ruffing has forwarded a copy of the detailed cost estimate furnished by the construction estimators, Halvorsen and Dingman. As you will note, the estimated total cost of the project when the estimate was compiled was approx- imately $308,750. However, as Mr. Ruffing points out in his letter, this amount will likely increase by approximately 1% to around $311,167 due to the time lag between now and the date construction bids are received. It has been the experience of William P. Picker and Associates that these con- struction estimators are invariably amazingly accurate when it comes to es- timating the cost of construction projects of this nature. Members of the Council will recall that the original estimate for this project. was avvrox- project and the preliminary plans were z& of the facility, 13,651 square feet APPROVED BY CITY COUNCIL DATE JUL 13 1970 - z - Approval of the design development phase and authorizing the architect to proceed with working drawings at this time should enable the City to have the project.completed according to schedule and at the approximate cost noted above. This will enable construction to be completed by May, 1971. Mr. Ruffing will be present at the Council meeting Monday evening to answer.any questions members of the Council may have on this matter. HLH:JPD:sr. HARVEY L: HURLBURT By: sis ant CityManager WILLIAM P. FICKER, A.I.A. Architecture and Planning Suite 875 • 550 Newport Center. Drive, Newport Beach, California 92660 • Area Code 714 • 644 -1581 June 25, 1970 Mr. James P. DeChaine Assistant City Manager City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Reference: Newport Center Fire Station Dear Mr..DeChaine: We are submitting herewith for your review the design development phase documents for the Newport Center Fire Station. Enclosed please find the following drawings: Site Plan Exterior Elevation (N. & E.) First Floor Plan Building Sections Second Floor Plan Finish Schedule Exterior Elevation (S. & W.) In addition to the above drawings is a copy of the estimate summary sheet prepared by Halvorsen and Dingman. This estimate was done based on the project being bid now. We have found that generally there is a continuing cost increase of approximately one percent (1 %) per month. Also a soil report was not available at the time of this estimate so ewe assumed normal conditions. If the soil investigation shows a severe structural problem, this would affect the final cost. Considering the above cost per month increase, I feel that our estimate is $311,167.00_. This is slightly over the previous estimate; however, we will try to compensate by adjusting the final working drawings and specifications. We request that you review these documents and submit them for City Council approval. If some minor changes or adjust- ments are necessary, they can be done during the final phase of the drawing. a Pal' 4 Mr. James P. DeChaine June 25, 1970 City of Newport Beach Page Two Please approve this submittal and we request that the drawings be signed approved by the City authorizing us to proceed with the contract document phase of the contract. Respectfully, WILLIAM P. FICKER, A.I.A. aul R fin A.I.A. 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YL df J r 'u SKMthAttanf Anti ilitaut # a ® t ° Iupo ICOU FRPI U ;STATft31 NAP 54 t'veaeTi„�r; 7: of y.11 1bA9 PrCKER, A.i.!!t �-] $O .:Newport..tenter..'iar IV s , ' alrpurt 8e4c, Cali#ornla'° ( ephonel- .:. - ;n " Dafe: October 1 910.. .. it ocsissibps, A -on$, „.- anQ /or a.1`t�rai'vos Y' wig and.. spbcfttatigrrs sAgii.,apgl.y t�� ; to he VfrjOuiZparts =of: the. work 'a- ffiCI64 tlu shaii i, .taken 6-y afl patties' of � prd4t '411 awa'q0 niey be made iq ''all, ca��apruR 6 t trati:s «4and.aI tradek affected sbal# hf pe formance^at. -the wov *,wljlth;will.b! :? ; 11 44, awi 3 eCifiicatiQns,.`a ► rd {tt�{,{Li �}}y "y•" R 1s �5blf3 it AdddenOum su t edf i�` gr.2 M ys. i};fR#t�sr d.ed prQ�esed i13ta1f4ards afd Sti�ar8:pecfa��P- raiitfiprs.� ,, r hit Na 3£i�e�cle an plf,Yant astd.;senttn`cp, T ifr t. paragr# w # ise reQ . "awst:r.uCti- B.' fi 6aposal Cant 1fielete`tast 4n4eis-14ned -2011 talenda �. ♦ *j Y' lit . , j Fhq� .4 `4 2�'S }Tp'�`'or!: . YL df J r 'u SKMthAttanf Anti ilitaut # a ® t ° Iupo ICOU FRPI U ;STATft31 NAP 54 t'veaeTi„�r; 7: of y.11 1bA9 PrCKER, A.i.!!t �-] $O .:Newport..tenter..'iar IV s , ' alrpurt 8e4c, Cali#ornla'° ( ephonel- .:. - ;n " Dafe: October 1 910.. .. it ocsissibps, A -on$, „.- anQ /or a.1`t�rai'vos Y' wig and.. spbcfttatigrrs sAgii.,apgl.y t�� ; to he VfrjOuiZparts =of: the. work 'a- ffiCI64 tlu shaii i, .taken 6-y afl patties' of � prd4t '411 awa'q0 niey be made iq ''all, ca��apruR 6 t trati:s «4and.aI tradek affected sbal# hf pe formance^at. -the wov *,wljlth;will.b! :? ; 11 44, awi 3 eCifiicatiQns,.`a ► rd {tt�{,{Li �}}y "y•" R 1s �5blf3 it AdddenOum su t edf i�` gr.2 M ys. i};fR#t�sr d.ed prQ�esed i13ta1f4ards afd Sti�ar8:pecfa��P- raiitfiprs.� ,, r hit Na 3£i�e�cle an plf,Yant astd.;senttn`cp, 0 Ll- .P I -& 0 0 11 41. 4* ;0 t V. .4 4iwira V. t V, Add paragraph: -T1. 4 9 ) j.1 wpo 1 'rt I eac h City .Standard Specifics -197 "We i I -April -13*; 0 by .Resole -;, as tyl- on, I �Con%-qits 4 J'#,j4t&st'*dTiion the uStArwdard CpnstructtoirO.. and -su, lement%--V-i� tharst4,, p0:90A qrr, U qate¢ by the So4t,orn,411 gitapters of the fter caiV Po_ic: Works Association 6 64` th e' 1- Contt America, except ae:+aedifie Assbt **ted 40"Par �C�ort of b Y, 4A ihe-:VSti*#r_d. $pae! al "ple0i J-*-i 0"s fo�'; Usa-A.6 conjuneti rs with t foti for�;.Publtc Warks i th'ei by tke �Pq6l`k. the My� oit poort' Beach: 21.'., Paragriph-,, I isf reyiseA,sto read,: "CONFLICT, OF WORDING ki 8: Suotaentar,�e A .1� t t1w '2 -Pqr*q I t,4 OU of, 8ujAdi6A,-,A l'!;, PAVe "tUd a Cans afi�,AO.V:U oil. v is ad td. ta.l.f.foral a, 11 Jt:k, 'and Survtydri,approved a 2.. 'Ptqe 5. a 7 Per*itt Not 94 el 0 is w r i: ti AP &ftd'jdd,Lt a - fo, 1, owl A ... ... g two V*ragrr 4 1i FL as* -Pqrmi ts E v* ry trattor a"00sm to ?-, a- t6* duct potsesv .vtiid A-- N City �fttiport wsi l'i ciat gapb. c,on.% racAW" or an 'd lsu cpn i rgc t6 r shall- secure aW d " 1 047.4 1 a all requ ire.4 rm its 4ppr90 ind:lic an e :Al I pU6 check and 6t ffItei except ,bAW nets lice set normally` - IN dgitj ok k age 8* paili, iz *,I- Mork: 3 -Apb 1^9 12.4. -7� IS. A I- to cj,;eht elate. 0 1. 1 , add fife eem,perdent {15%)" C .+,age 9,; Par .2 fillInt-'af Notice Copioletion., etiref written Oaraqrapft abd ade Vve f o I towi a ' p a ra g r a p h C i ty-, C I a rk ';w i . 11 - f i I a'- n o t i c LV of comf I a t on, a fter the woos has been accepted by ths,%,City Council'.,',,, l E. Specifications'.,, 1 Section Paving Para Sustbrds_ delete written paragraph, bn:d c a V­� 0 7 'fo oilral; The, tit f: newp-ort aea h Itit 'oeif Itit ppo," ,as'fdefihed 0 the G6 41 Con �46cti oi : , V s- . I 4 A A" Paragraffik- 2 Q,),' (.a) page' II Reword to Mfad..' f .111100 0 . n 501'rfat" to bd a's 1 0 r • 5 tai no d ",46 r to 'r.6 C i T v Fov 3 T i a n I 716brin , -direct bondad . &.. , tor -9 mortar, Wcewtht topping, or roof ins membranes , use, con- Crete r'. ints.' s va I ed ". 'wh pressure sensitise rep, a r rya tears during rguplryP Per WA, Ll .0 A 0 0 0 4V-� ¢ • '�: $�°s - r � te' ?(contitKta3.dj .o- 'g. _w x'i4• � _. - b', �a$agrli :3 C 26.+d itgat % Pi9g ` G- id ita Axt� itfliot1litd,ed or reQ�ei�r+ad #►ut 1aaSr his use a an try 001 not .be used a *+ cancrete sort as `+ told Page Its Add 1�iR>'4grapfi.a•L8.d tYD) Sack fin Tip the event-;:t it AlternxtR O. 3 is choie# see ropo5al:) NS• i �tl�e a *a Thoroughly wet :•Surfaces and Brush coat; wi th grout P composed,; of T- part- portland--.coihint 464'.2- parts floe" ,jV aggqregate with water to sleke consittenc of thict paint. Tork•6r w®gd- float,grout to..i~il�:a11 pits, + r bubbles, aid'sprface holes Scrade, *xcess. off with troilel anti rub'.:surfate, free of grout ti im :M j it ` -b urlap -, %eekr�,vrout contibutously.,moist wlt finc�fag ;pray dur.O,4 S¢tting period.: When.c4red ,rub- _grouted,; h EirTfaces- ft� "GarboruAd�tm�tonas a.f�d �rafi r es - necessary to reams ax�p;iyigtitly #sleinishaea:o;r defdcts. ewkinq s surfaada�' th .and eady for subsaquhCf°f.nishse. Vse) no.gr6#*AuPing rubb /i9, .rem ve afii xorked -up mortars and wask .segfaces &1e0i< Caaplei'esci±..day star #end. *dnd 14 . With sur* #'des- clean Goaplete eaeif: da y s #art�.d,., agd t'imtt .a+jFs .to.t►atural °6rea'ks in, f, shad surfaces. Keep grout moist with :'f"',spray for 3 days or apply 'curing.parting>`compound'as_ soon as, suk rubbing is completed. �. w 3. Section 6 4 Finish °Garpen ", Cabinets 4nd '1111awork � z a+.4:- Paragrapii•6 B; 3".e. Delete chal'kboardh'is item w >i11; not- be.,fIftluoed` in the contract—' 4,' Section 8 B wood_bagrs a:, Paragrapkg -B'7. Acoustical,,Door:. Sound transmission:' requi remebt shat l be revised to read:, "a mi niraum of 36." 5. ;Section 8-C- - Glasi`and Glazino a 8 -C 5 Materials add,para raph "f Window Glass ;'_ Double streag:th, "B" -nuality:, :23ear, as..r manufactured,., _ by 1.0.x. or approved equal:. For - 'beat' ons see addenda to: drawings. sFt 6; . ,Section 84' , ttnish.,.H4-r ware. A. Hdg. #3; delete 3 ea.,boor. Angle 3/4, x 3/4 (bottom) b. Rdg. #4.; add.,:l ea. Fioar "atop F$19X Delete 1, each Door Angle 3/4 x 3/4 (bottom) k, ADDE#Q.tit, ii0 1 :`eY4-..sz. Fla _ :.`.xw w :' ��� ,..- .=3`t:.�ta!��•'3a'�.'�?`'�: ZY AV F Drawl n s 1. over aet Le- al de)4440tion is revised' to read: t arce: o. :l as' per mdp,.retgrded in book 31, Page 35 of parc'g1 naps• $i.:Qra�►ge : bnty.. C:aT,;ifornte, is the Off }he of the' o06ty RecorliBr of said Counl;yr" L f r� t LadzFer iio=roac� a out in S"tar�e Rooi #213 S44f1 WW"'. s .: �rava T 11 1` r s P4:` isungs;at 1 A f niwa%. PLO te�< `• `rr°(qi : 4♦1Atti c B 4trd *i fs +� 40 tfrilI be : li-el �Sttdd�r�lkRgth'shaTl.be 10 Vie£ ,.HlaacA4t°'te * ` ` � eq ereKe -ir10 and Loaf with S" x x I " i 3 "aide B6�fp d-.j e/t. -each *Oil top; trop; ad ,{bat'.�L#om,, ,�ng14s ? �. ' 4. b' ♦ s PA Z.^ S }� 4 �F Fi�� aYh*�.�, WM tQLr �tl ti `x Two'<are vqui red. Pal e,�.shall be 3. 'l i2 ":'0 #d• r se'amieSS.$,. a ittel vU .3T 9. .wally .: of s ecfficatidn "section 5#8„ fteia 1D :`'Role sbi11 ba onB ength Vfthout join.tei, •' JS ~b $ot.tom;.9n3e shad z8atend two feet below floor ?ire r intd co Crete, 'footih4- ibal,l be. 16 inches in'dfameter ,3 { by_30 inches deep. top of pale s'hai1 extend..fou^r ( t i iric*es'ifit$.,concrete :roofcsIab'. 1 ; c .Poll shall have threq.anchor boTts.,one'.foot from tiro .' r :bottom 3 %'8in.ch dipmeter, welded.to':p, e, and'p.`ro3ecting r6- finches into. conerete footing d Pole finfsh;sh,a3i be.,adegua'tely protected ,thro,ughout::. building canstrbctien'06 ion'. At:.contiractors apt. ioA openings may be.bLock @d out -in floor and Roof slabs .' to fi il,f.tate =ti�;ta;llatiort if ter completion of. structure At Pole sher�t }'be Cert ed Ai second floor,vpenings. ,, 4 �` •She lk: �' 900 he le t a. Ooorr g - .tdgdew.. "itemarks" .adds Alum door and storeftont. b Y 4a l r Under 'rReln rl�e "� add Alum.' door and atoreo' F n 466.1 X1-21 Un-de "Reme:nkt�' frex4� t'o read.. ;.•r�� �� iznt,a;7i�t�as3orq #xont; � _ ;{ .F: x 4 d 0por i /il Odd d 4a.',. F#ch: :$4 1 :i+ave o't�e 84 ".'k lb "'', 16 `..steBl-�bryalum. lo'ave;N. Slides shall tie sta finery' "Z" 1;ouv:erS..sha}:T include inelal.rPountfgg,€ ,41pt.ot m' Y type a�i »g exeo5ed s rQr+s only on f:n:ilarior Sidi of,,dbarr. - Cogwer ,. for ,ex"Hiw' doors .shal.l ,ee. wea:therp.roof Mill► % insatt` screen an interior side. •s ADQ�,�[iU.Pf g 3 •. a y I LJ • r, L J T Wu i3O,• L sh HO4ad J aiO as L4,xcoo omit" .fidt; itton of a I 14 AbAlcritelt.1400 ..She ve -,"Aid e4 lie I— "T R64,1--o. , 'IT I Lockers- shall : " Vie' pre" c 46 r n efro - s h 6-1- 4'. -)$.e 'to. Ve r 64,:, ahal to " , . .1 i I me -4c:ed: #LVIT. T .66 :. Tai so me. -ra USI,Y, for length of h0vet at .6tids.-O shy Trish rdd,,� W ed'tw<aof 4,��k4 c k old A ii- � * . .. low Aak I h I-C. e, , 1 1.64 � ,b.. , ; gk!:,f, s .- -- -; %: a 1w, ly*si, alto be.,-we4did :to t -ds shit} b vvitknd smooth, 5 t6a' z hlo # -sfA : -be ibric 1.4.fe IU,W 4.1 Oki CA 14 wm 0A !felts 1. H . Put seta lobe x.3/21 o.. d qa.lVan4ie-d pips. —Ani6, be cabinet¢< ends it statidard, end f i ttfn ty A T Wu i3O,• L sh HO4ad J aiO as L4,xcoo omit" .fidt; itton of a I 14 AbAlcritelt.1400 ..She ve -,"Aid e4 lie I— "T R64,1--o. , 'IT I Lockers- shall : " Vie' pre" c 46 r n efro - s h 6-1- 4'. -)$.e 'to. Ve r 64,:, ahal to " , . .1 i I me -4c:ed: #LVIT. T .66 :. Tai so me. -ra USI,Y, for length of h0vet at .6tids.-O shy Trish rdd,,� W ed'tw<aof 4,��k4 c k old A ii- � * . .. low Aak I h I-C. e, , 1 1.64 � ,b.. , ; gk!:,f, s .- -- -; %: a 1w, ly*si, alto be.,-we4did :to t -ds shit} b vvitknd smooth, 5 t6a' z hlo # -sfA : -be ibric 1.4.fe sh A I I be bolttd to i CA 14 wm 0A !felts H . Put seta lobe x.3/21 o.. d qa.lVan4ie-d pips. —Ani6, cabinet¢< ends it statidard, end f i ttfn 6 Sheet In r Elevations 0 wid vat ions Ong .:a. E i (ID44),-(104-2), P1,061W, T1 be ,4" cl Tj e4v* polished plate e I kcept'.� gt;ass* . • :Ak doors- Shljj I be 1 /4° /4" clear polishtO.plate tempered. cor;ret'b: ope-RiqV,heiOt-* floor to bottom of joists is g f1u,j.- 4)'an4 06-3) (105-1 6149s shall]: be clear 3/14* ii1eavy sheet glass. C.' E1�6%Vibn #(]Ui-109--I), Gla-s:s. shall 6 labocure double. t�rre i e opening is - 6 0 .s rerrgth.' �d de x V 0 + he-i 9h t dx Vevatf#n ITI 10 l.i2-4 Sea dugr ',,'s�he (0e. 91'ass abov a doors.. shall be clear. #4i7eit, glass. Haight. of concrete :9 's '0 I wf n4w above kttchev counter; all t� clear 3116 W*Avy:,�O as%. 11 idth of conCrte ,eet 099A i viv- U t .00 x - height. 4b L,7 ho =M • a. 4W h a 11 be . itIfiar ftO 12 V 'w i de 8, ShesL -12 or. Eleviti on.$ Glass and Glazing: t,tasl",tha I I be - double strength clear. "it pq W a re 3,"1 + i d' 71V 4 height." C W e-x 11 iv a tt'*p (212 =A)- Glass :shall be double strength' A. 4 et, A - 12 -.'Tnteri or,,14exiti ons, Pirturt,,Kold Ab r ary 4 1 e.vAtjj)n,2.06-T:., Add not, e: �Install continuous r e. s jp�t U dry wallo' 1,2101, + 104, wt i t re ms i1 -4 in 9-S -al c 7 04� '*b' f A S a �e 1 l4 71 - V. th Ofttlan betweeni . Osu re shown 'on 'Wa -VI* Roams one �hour con truction.' Z s. t a t 1;1 b 0 A ee t 1. Me t. edr to, read 18 gauge gale. IOU. Gauge-, Ifto �r.ea f1raMe A t!td with ins 441W-,�U*, I th e rw i s.e 00 ect' sr-reih t 160iA00i :,Add 0 trid �mo re. th- w dth, shal'I IL84*-. 18 94 :%tiffivar bar at., center.-of I-n ve rs glo. blade. StIffnerbrar Sba side 'jai" 0� .'J* be Ch n de, ch Add to opekin4 �hal I be with;' 4:A, -i(ji-h6ra§e 1 0, 1 .-. i b V.,210" o.c. at*sIllss 114 lag sc�,sw ts a Ji;M III, o4mbr a atj i*um :of .6�" from x c,or s A 'tet Wtai d., Add 'So hood od exhaust louver Sile.4 I dr4wing V.12. L oiuvi r,.,-S'fta 11 be I-I/V. thick, frame apid e. Add A n. and exterior b u il d iA 9 1 a V a t i On 0 00, .0 ar.:.:p I a for me c Iquyer f. Add ko tt� Ift T- ou iv 04,1,vents et tower, two re,4#i,r '00 * s hA Y !Jdok. Dra rie, Hoo 0 12, -,A)etai $U nitss -Steel a. l ie 20 -at tolasb,:Back sp I a s,h shall be: A N 18. F 4e sit*.itA h as S ck instead of Aio$ftelxetv :k splaij*Fh-,.�:ihj�l) O.xtepd A too; of 8iu4 Sack Sown 30" tk o. t A un- 6 . -t. • 0 0 6 •i 0 0 Octgber l�ttd 11SS25TANT CITY MANAGERzr .,.. s FROM .;;:Iic epartment s SUBJECT: NEWPORTR.FIRE STATION C -126 Reference is made to the Se 2; 1970, letter .from The: Irvine Company to the Assistant Cif,* er regarding the. Newporh Center Fire Station. .The Public Works Department has reviewed the bid prices for driveway -approaches and signal conduit. The .prt §,; appear to,Oe reasonable' The approved plans show only 80 feet of 4 -i VCP conduit for future traffic signal. It is recommended that three purchase orders be issued to =.The Irvine Company. (1) For City's one -half of cost of parcel map Z x $875.00 $ 437.50 (2) For approximately (a) 310 LF 1 -inch PVC signal conduit @ $1.25 per. Lf:' $ 387.50 (b) 80 LF 4 -inch PVC signal conduit per approved plan @,$3.00 per LF $ 240,00 Total $ 627.50 (3) For approximately (a) 307 SF 6 =inch thick PCC driveway approach (b) 1,248 SF 8 -inch PCC driveway approach Total @ $0:.68 per SF $..-.208.76 @ $0.85 per $E; $ 11060.80 $ 1,269.66 N1 I rf Sts' The driveway approaches should be charged to Account No. 27- 2395 -023 (Construction of Newport Center Fire Station). Please advise which accounts should be charged for the parcel map and the fire signal conduit. "0 5, 14170 . - asst crrr N(6R. Vd*$4 r INST4*00 p me to Benjamin B. Nolan 04A" ?AtM mo* 1b #1, ;M7.OL7 City Engineer % &RAw !p� KLP /bg •.0 /owlaet Op mk F �.:.,i.f�,��e•IT�'..GYiar_aYx �...::. �n4uA.'�`J. ,. �..`i.�'9 '- ':d` :i ary 'P :'�i +:{a. Ya —�: 'L.f�YL- 'ra....3:v �.'.i: .. ., Ji indrwBuilders of Tomorrow's Cities... Today September 29, 1970 Mr. James P. DeChaine Assistant City Manager City of Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 SUBJECT: Newport Center Fire Station Dear Mr. DeChaine: Reference is made to your letter of August 31, 1970, regarding the inclusion of the driveways for the subject project with the street improvement work. Per.your conditions, this work was shown as bid items 19 and 20. In addition, Items 21 and 23 were included for future traffic signal conduit at the request of the Public Works Department. Copies of the low bids, totaling $2,737.06, are enclosed for your approval. Also enclosed is the final invoice for preparation of the Parcel Map, The City's portion of this cost is $437.50. Upon receipt of your approval of the above, the contract for this work will be let. If there are any questions, do not hesitate to call. trulv vours � �� dohn 0. Webb Engineering Coordinator Commercial Site Design /Construction JOW /si Enclosures The Irvine Company • 550 Newport Center Drive • Newport Beach, California 92660 •(714) 644 -3011 A qlp 432.5-0 E�] C TAT 9" P N T WILLIAMSON and SCHMID CIVIL ENGINEERS 1535 EAST FIRST STREET �,' BANTA ANA, CALIFORNIA 92701 (AREA CODE 714) 547-3986 C September 23, 1970 Our Job No. 70124 eot I!, i r 'The Irvine Company 550 Newport Center Dr. Newport Beach, California 92663 L $442.50 PLEASE RETURN THIS COPY WITH YOUR CHECK. 9 70124 9/23/70 Prepare Parcel Map - Newport Center Fire Station - Services July 19, 1970 to September 13, 1970: Total Contract Amount $1,000.00 Previous Payment 557.50 442.50 aedud 41;,j lee 17-S- — Total Amount Due ...... v444m�. APPROVED FOR PAYMENT DATE: _.- . - -_ -- E Y: ....... GEQ-kh WILLIAMSON AND SCHMID 1714) 547-3986 PAID BY CHECK NO. Item Estimated Items With Lump Sum or Unit Unit No. Quantity Prices Written in Words Price Total 13. 1,248 S.F. Sawcut & Remove Existing A.C. Pavement, for this price of S.F. 14. 513 L.F. Sawcut & Remove Existing Curb and Gutter, for the price of :xf� .,. Ji ,. 15. 550 S.F. Concrete Sidewalk, for the price of per S.F. $.6co $3"1..1 $ , S/ 'r $ "?f"'Y0 16. 480 L.F. Graded "Vee" Earth Ditch, for the price of per L.F. $ 7.T,* $ j<<.. <• 17. 694 S.F. Concrete Cross Gutter, for the price of per S.F. $ /. / $ 18. 278 L.F. 2" x.4" Redwood Header, for the price of I; x -7 per L.F. $ .. Go a $ A6.�a 19. 307 S.F. 6" Thick Portland Cement Con- crete Drive Approach, for the price of per S.F. S 6%= $ 74 Proposal 3 Revlsed.m 0 d t 23. 310 L.F. 1" P.V.C..Conduit Class 400 (Traffic Signal), for the price of per L.F. 24. 4 Ea. Street Lights, complete in place, for the price of �,•. Each. $ 1 c o. , TOTAL STREET IMPROVEMENTS (Written in Words) N:,CSr Uti'„ 7H,d:,.r,,,c /o..c /�u. ✓.Lc..i /.� ry T / Item Estimated Items With Lump Sum or Unit Unit No. Quantity Prices Written in Words Price Total STORM DRAIN IMPROVEMENTS 1. 1 Ea. Junction Cha er, x , per Standard Plan No. 310 -L, for the price of ✓"'oZx' // / /.��., Each. $ $ 77G. Proposal.4 Revised Item Estimated Items with Lump Sum or Unit Unit No. Quantity Prices Written in Words Price Total 20. 1,248 S.F. 8" Thick Portland Cement Con - crete Drive Approach, for the price of per S.F. P 21. 366 L.F. 4" P.V.C. Conduit Class 400 (Traffic Signal), for the p price of per L.T. 22• 612 L.F. redwood Header, 2" X 6 ",.for the price of per L.F. $ ` t[ $ yJ' /.t \• 23. 310 L.F. 1" P.V.C..Conduit Class 400 (Traffic Signal), for the price of per L.F. 24. 4 Ea. Street Lights, complete in place, for the price of �,•. Each. $ 1 c o. , TOTAL STREET IMPROVEMENTS (Written in Words) N:,CSr Uti'„ 7H,d:,.r,,,c /o..c /�u. ✓.Lc..i /.� ry T / Item Estimated Items With Lump Sum or Unit Unit No. Quantity Prices Written in Words Price Total STORM DRAIN IMPROVEMENTS 1. 1 Ea. Junction Cha er, x , per Standard Plan No. 310 -L, for the price of ✓"'oZx' // / /.��., Each. $ $ 77G. Proposal.4 Revised m William P, Fickari 550,Nae p Center 0"" NOWDOrt Beach. Cal I Ow Mi- no Iffe September 239 1970 P lw age ° S ecinans . n Y 5. Supplementary General yaragraph 1- 6- 3,aYld read "A California Conditions 1-B. page 2 lensed CiVtl r -or :Land Surveyor, 6. Supplawtary Bengal. :..; Conditions 146 7. Supplementary General Conditions 1 -B, Page-9 8. In general 9. Asphalt Concrete Paving 2H Page 1 10. Concrete 3- C,.page 10 11. Cover 12. P -1 13. P -1 approved:; ..." Seectil.,. -;15. The C Piing of Hotits UkA fi les a ne ".bas been ac r�t _ I `. The "s; pr!o 15x overhead. , pacification govern. ittieg The City olaion after the 'City Council. `; Every citraetsr. and possess valid Cfty_of 'Each. . pit llceases: Otractor shall secure and maintain all Ad porsritt, aoravals and licenses. ATt�t chack and ►thee' fees . except business lfoa rroreally charged by the city will be waived. Standards; 'The Cite! of Newport Bend►, .. Standard Specifitations" as defined in the =6 ral MS. 14, Provide a s ` Yioati k Or sack finish in the iv" at: Alternate 3 is e 4 a. Sectiin 4; 4.3 of the Staff :> MMeations is an acceptable s o;ati044 �4Y The legal dascripti► "Parch .i as per map recerolad in B. 3i p ?81 a! 'Pargel Na of of Urange.Coueig< all ornia� iA the office of the Ceanty Reeorder!.lCir said Cokeaty. Use 6 -inch -daiestar star8 dram.. yrarida a 41eo6eut it f164 ig U060 For jitor after and,backflow preventer refer to City Standard.Drawing 512=L. .. September 23, 1970 Page Three Pale Items 14. P -1 Mater seMew'.1aterals to meter box to be .i. _ 15. P -1 Settrlr lateral to property line to be N.L. 16. E -1 Electric power to.'Oe furnished by underground cable in parkwpt, 110 not show a power pole in the parkway.: ., The Irtine Company - :experts. to award a bid for cons truction of Santa Barbara Drive very soon. As soon as the contractor nparad-a schedule - of work. the City will furnish you a copy which yeti Od send to all potential bidders on the building. very t 1y yours. njam n B. Nolan City Engineer BBN /bg I .. Pale Items 14. P -1 Mater seMew'.1aterals to meter box to be .i. _ 15. P -1 Settrlr lateral to property line to be N.L. 16. E -1 Electric power to.'Oe furnished by underground cable in parkwpt, 110 not show a power pole in the parkway.: ., The Irtine Company - :experts. to award a bid for cons truction of Santa Barbara Drive very soon. As soon as the contractor nparad-a schedule - of work. the City will furnish you a copy which yeti Od send to all potential bidders on the building. very t 1y yours. njam n B. Nolan City Engineer BBN /bg I s m 11 .:, 9 ju i. cl CA) w 0 o4) to M co %I, In LAJ Is CL VI Ztt Os k t) I 14 C4 4W i. cl CA) w 0 o4) to M co %I, In LAJ Is CL VI Ztt Os k t) I C4 i. cl CA) w 0 o4) to M co %I, In LAJ Is CL VI Ztt Os k t) I September 14, 1970 TO: CITY COUNCIL 0 FROM: Public °Works Department 'E_ 311,167.00 SUBJECT: HEADQUARTERS FIRE STATION (C -1266) RECOMMENDATIONS: 1. Approve the plans and specifications. 2. Authorize the City Clerk to advertise for bids to be opened at 10:00 A.M. on October 6, 1970, DISCUSSION: On July 13, 1970 the City Council approved the design development phase of the Newport Center Fire Station and authorized the architect.to prepare working drawings. The latest estimated cost of the building construction is $311,167.00. A final estimate will be presented by the architect at the council meeting. The sum of $310,000.00 has been appropriated for the work. The revised estimate for the project is: Improved building site $146,400.00 Building construction 311,167.00 Landscaping 5,000.00 Soils testing 750.00 Furnishings and equipment 170;000.00 Sub -total $633,317.00 Architect 9 )1% x 311,167 29,561.00 Landscape architect (lump sum) - 500.00 Landscape coordination 931% x $5,000 Estimating 1/3 `x 311,167 — 44r.9@ 1,037.00 . Interior decoration %% x $15,000 •19425.00 Printing of plans 500.00 Material testing 500.00 Total T6671 -7r d Plans were prepared by Architect, William P. Ficker, AIA. The.estimated date of completion is May 1, 1971. eph .Devlin tic o ks Director /ldg APPROVED BY CITY COUNC�� DATE SEP 14 1970 .. .- r IF August.5, 1970 Mr. Paul Ruffing Wm. P. Ficker, Architect 550 Newport Center Drive Newport Beach, Calif. PROJECT: NEWPORT CENTER FIRE STATION Dear Paul: We propose to prepare landscape drawings for the Newport Center Fire Statian in accordance with The Irvine Company and City criteria and standards. Following The Irvine Company and City approval of a preliminary drawing and budget, we will prepare all drawings, specifications and contract documents for irriga- tion, soil preparation, minor grading, planting and maintenance,. for competitive bids and construction. Supervision will include three site checks during the construction period. In reviewing the project, we would like to recommend a $5,000.00 construction budget, roughly allocated as follows: irrigation - $2,000.00; soil preparation - $1,000.00; turf and ground covers - $500.00; and planting - $1,500.00. Our fee for the above will be a fixed fee of $500.00, billed and payable as follows: 40% at completion and acceptance of preliminaries. 0 40% at completion of working drawings. 20% at completion and acceptance of the project. We look forward to working with you on this project. If the above indicates a mutual understanding, please initial one copy of this letter and return it to our office. Yours sincerely, LANG & WOOD Landscape Architect Y KENNETH W. WOOD n �K—�� APPROVED:- 1 Date Y-/d -70 4 gip-- Mr. James .P. DeChaine Assistant `O ty,Manager City of 'Newport Beach 3300 West Newport Boulevard Newport Beach, California 92660 Dear Jim; t \ \; ;, cirri. -YYPORi AG , We have received the sail investigation and foundation'.`'report prepared by Moore & Taber. The review of`thi's report,hnd the conclusicr :.; obtained from it are not as favorable as. w,e had hoped. The site has a layer of expansive silty clay that varies-1n ; depth from 2 -1/2 feet to 5 feet deep. This is not a go.oud type of soil to build oh. When it gets wet it will eic1abd and cause irregular settlement in the building.. Thii- causes cracking and shifting of building elements. In addition, it does not have enough bearinq strength to support.the bu,ilding;.`° There is, however, a layer of diatomaceous shale below .the clay which is very goad and will provide adequate bearing for the building. I have sent Ken Perry a copy of the report from Moore k Taber if you would like to review it with him.' ` As a result of the report and the above, the cost.of. correcting these conditions.will . be more than the budget 'estimate; anticipated., We must remove up to two feel; of the `.silty clay and replace it with non - expansive granular.mllterial. In addition, the footing will have to be extended to the bedrock shale below . the clay. This is an unforeseen condition that could onfy_ Via determined by a soils investigation, With this report and recommendation, the foundation can be designed with littld,doub.t as to building settlement and movement. i lx� 4T; Am 104e . ly. i Mr. James P. DeChaine City of Newport Beach August 5, 1970 Page Two We anticipate that the cost of the>ebove._is__going.._to._.b_e $Q,000.u. to $5,000.00 above thg timated foundation and earthwork. It is possible that this will be absorbed into the total cost without increasing the final price and we will do what we can to compensate for the addition. Jim: I wanted you to be aware of this so there would be no surprise at bidding time or on our final estimate. For now we will try to control A#t r cost items to compensate for this. If you have anv questions .r ;.could like further explanation, please call me. Sincerely, WILLIAM P. TICKER, A.I.A. Paul J. Ruffir.g, A.I.A. Project Architect PJR:.jb Copy to Mr. Ken Perry pa 7,tal .1 .; hill Ij 3"1 Icie ........... IP A!% , XT A,, AI, P_ PQ - 0, cc. Irk TWO, wAscl, I. 41 . Q A. A 'cl W1, I J- Mom IV" X JAW. —0, a "rT xy� of I;I., 'c $.%� 4 ",t Fr" Zf" N "'Np F I kI cc- e A qu MOST fi ;41' 41 4 �. �j�A�' � I - I _V� lot W- i -7 OU60 SCHEMATIC COST ESTIMATE NEWPORT CENTER FIRE STATION ACH, CALI NI 1. Site Work (within property lines) Earthwork Concrete Paving Concrete Curb A.C. Paving Fuel Pumps Fuel Tanks (3 at $1,000 ea.) Concrete Screens Flag Pole Lighting Total Contractor Overhead - 5% Contractor Profit - 10% Zoo / l0 lice J $ 6,000.00 13,750.00 1,155.00 2,375.00 1,500.00 3,000.00 `�31() (h dr 2,400.00 750.00 3,000.00 $ 33,930.00 1,696.50 3,393.00 Cost per square foot 1:2 acres = $0.87 2. Building /`r (400 S,F, General Construction $196,240.00 Kitchen Equipment 4,000.00 Lockers - Bunks 5,100.00 Contingencies 24,000.00 General Conditions 18,000.00 Total $247,340.00 Contractor Overhead - 5% 129367.00 Contractor Profit - 10% 24,734.00 Cost per square foot 14,400 = $19,68 TOTAL CONSTRUCTION COST 3. Landscaping $ 81000.00 4. Furniture $ 15,000.00 5. Architect (9 -1/2 %) $ 30,000.00 4$, 0" PJR:jb 4/20/70 $ 39,019.50 $284,441.00 �60 I%o SAO (Y- (o lDEL 676 L7x 3Z3,x� 3o S �36j1Y� $323,460.50 j vQt► 140; 0 CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER TO: MAYOR AND CITY COUNCIL FROM: City Manager ap<< is- � February 9, 1970 Agenda No. F -1 SUBJECT: ARCHITECTURAL SERVICES AGREEMENT WITH WILLIAM P. FICKER, A.I.A., FOR DESIGN OF THE NEWPORT CENTER FIRE STATION It is recommended that the Council adopt a resolution authorizing execution of an agreement between the City and William P. Ficker, A.I.A., for architectural services in connection with the proposed Newport Center Fire Station. DISCUSSION: At the January 19, 1970, meeting of the City Council the staff was directed to prepare an agreement with William P. Ficker for the design of the Newport Center Headquarters Fire Station. The standard A.I.A. agreement has been modified in accordance with the terms for the agreement discussed with the City Council at the January 19 meeting, and is satisfactory to both William P. Ficker and the staff. The fire station site purchase agreement.between the City and The Irvine Company is still undergoing some minor refinements. However, as it is anticipated that a purchase agreement will be ready for execution within thirty days, the minor discrepancies to be resolved are not significant enough to warrant a delay in the execution of the architectural services agreement. Moving ahead with the agreement to design the fire station at this time will enable the staff to begin to further define the scope of the project with the architect. Execution of the architectural services agreement is therefore recommended at this time. HLH:JPD:sr HARVEY L. HURLBURT APPROVED BY CITY COUNCIL DATE FEB 91970 TO: CITY COUNCIL January 19, 1970 Study Session Item 3 FROM: Ad Hoc Fire Station Architect Selection Committee SUBJECT: RETENTION OF ARCHITECT FOR DESIGN OF NEWPORT CENTER HEADQUARTERS FIRE STATION REC9II4ENDATION: It is recommended that the City Council: 1) authorize the engagement of William P. Ficker to provide architectural services for the headquarters fire station to be constructed in the vicinity of Jamboree Road and Santa Barbara Drive; and 2) direct the staff to prepare an archi- tectural services agreement with Mr. Ficker for this project in accordance with the terms of the standard A.I.A. contract, with amendments to cover the additional expense of detailed cost estimating by the firm of Halvorsen and Dingman and landscaping consulting services to be provided by the firm of Lang and Wood. DISCUSSION: The Committee extended an invitation to ten Newport .Beach architec- tural firms who had expressed interest in submitting letters of proposal for the design of the Newport Center fire station. Eight of these firms responded with letters of proposal and were each personally interviewed by the Committee on January 9, 1970. It was a difficult task for the Committee to select one of these as the firm most appropriate to design the station, as without exception each was well qualified to render this service. However, the Committee has determined that the size and qualifications of the firm of William P. Ficker and Associates best meets the needs and desires of the City for the headquarters fire station at this time. The Committee also concurs with Mr. Ficker's recommendation to include as a part of the City's contract with his firm the retention of Halvorsen and Dingman to provide detailed cost estimating during each of the separate phases of the project in order to provide the City with more accurate information for budgeting purposes and a better means of evaluating the construction bids. In addition, the Committee agrees that Mr. Ficker should 0 - 2 - coordinate and subcontract for the landscaping design and Wood. These services will add slightly, but not total architectural services contract fee. 40 with the firm of Lang significantly, to the Several references were contacted to confirm the Committee's feeling about Mr. Ficker's capability of providing the necessary architectural services for this project. The responses indicate that Mr. Ficker and the associate who would assist him on this project, Mr. Paul Ruffing, are very consciencious, establish good rapport with their clients, are very cooperative, render excellent designs and pay a great deal of attention to the detail of their structures. With this additional assurance the committee strongly recommends that Mr. Ficker's services be retained and that the Council direct the staff to prepare an archi- tectural services agreement for the fire station facility. Respectfully submitted, [A i ti 110) 1 E. F. HIRTH JPD:sr >� CITY OF NEWPORT BEACH OFFICE OF THE CITY MANAGER TO: MAYOR AND CITY COUNCIL FROM: City Manager OIL September 8, 1969 ) .,3 SUBJECT: PROPOSED FIRE STATION SITE LOCATED IN VICINITY OF JAMBOREE ROAD AND SANTA BARBARA AVENUE RECOMMENDATION: It is recommended that the Cit by Mr. Cedric A. White Jr., M.A.I. and $146,400, and adopt a resolution on the authorizes and directs the City Attorney the subject property. DISCUSSION: y Council accept the appraisal report submitted the appraised value of the fire station site at acquisition of the fire station property which to commence eminent domain action to acquire At the May 26 Council meeting the proposed future fire station site to be located in the vicinity of Jamboree Road and Santa Barbara Avenue was reviewed with the City Council. At that meeting the City Council took action to authorize the retention of the services of Mr. Cedric A. White Jr., to conduct a formal appraisal of the sub- ject site. His appraisal is now complete and the appraised value of the fully improved 1.2 net acres of land at the subject location is $146,400. During the review of the 1969 -70 Capital Improvement budget, it was antici- pated that the City would be able to acquire a fire station site at the intersection of Jamboree and Palisades, prepare plans and specifications for that site, and construct this training center facility during the current fiscal year. However, unforeseen ccm- plications will likely preclude the acquisition of this site until at least the latter part of fiscal year 1969 -70. Even if this site is acquired this year, time will not allow for the construction of the training center facility during fiscal 1969 -70. While of equal importance, it was not anticipated during the budget review process that funds would be available to acquire the Newport Center fire headquarters site until fiscal year 1970 -71. Due to the delay of the Jamboree and Palisades project however, funds will now be available to move ahead with the Jamboree and Santa Barbara site acquisition. By postponing the acquisition of the Jamboree and Palisades site and the construction of this facility, $450,000 of Building Excise Tax funds are now available for the Jamboree and Santa Barbara project. It is anticipated that this project will cost an estimated total of $446,400 -- $146,400 for the site, $25,000 for the prepara- tion of architectural plans and specifications and approximately $275,000 for the con- struction of this headquarters facility. Assuming the entire project could be com- pleted during fiscal year 1969 -70, there would be a surplus in the fund at the end of the year of over $20 000 after expenditure of monies for other Building Excise Tax com- P mitm ents as set forth in the Capital Improvement budget for the current fiscal year. While it is premature to consider the retention of an architect for the ubject site and the construction of the fire headquarters facility at this time, it .k Page -2- 0 0.. A I`_ is opportune to move ahead with the acquisition of the property. A budget amendment has been prepared which will make available $146,400 out of the $350,000 of monies previously set aside for the construction of the Jamboree and Palisades station in order that the Jamboree and Santa Barbara site can be acquired during this fiscal year. A resolution has been prepared which will provide for the acquisition of this fire station site and authorize and direct the City Attorney to commence eminent domain action to acquire the property from The Irvine Company in the immediate future. City Council action to proceed accordingly is recommended at this time. An exhibit depicting the subject site will be on display in the Council Chambers for review on Monday. JPD:men CC: City Attorney City Clerk Finance Director Fire Chief By JAMES P. DeCHAINE Assistant City Manager APPROVED DATE SEP Br CITY COUNC,C - X81969