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2003-006 Gateway to Wine Country Visitor Information Center
ORDINANCE NO. 2003- 06 AN ORDINANCE amending the 2003 budget for the City of Yakima, and making an appropriation of $150,000 m the 142 - Arterial Street Fund for expenditure during 2003 to complete infrastructure for the Gateway to Wine Country Visitor Information Center WHEREAS, the amount of $150,000 must be appropriated within the 142 - Arterial Street Fund for expenditure during 2003 to complete infrastructure for the Gateway to Wine Country Visitor Information Center, and WHEREAS, at the time of the adoption of the 2003 budget it could not reasonably have been foreseen that the appropriation provided for by this ordinance would be required, and the City Council finds that an emergency exists of the type contemplated by RCW 35.33 091 and that it is m the best interests of the City to make the appropriation herein provided, now, therefore, BE IT ORDAINED BY THE CITY OF YAKIMA: Section 1. The amount of $150,000 is hereby appropriated from the Unappropriated Fund Balance in the 142 - Arterial Street Fund to account number 142- 142- 528 -1936 -594 73 -650 as a 2003 appropriation. Section 2. This ordinance is one making an appropriation and shall take effect immediately upon its passage, approval and pubhcation as provided by law and by the City Charter PASSED BY THE CITY COUNCIL, signed and approved this 4th day of February 2003 ✓�� %� , MARY PLACE, MAYOR ATTEST. CITY CLERK First Reading: 1 - 21 - 2003 Pubhcation Date 2 - - 2003 Effective Date 2 - - 2003 cje 01/14/03 • • BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No *1(0 For Meeting of January21, 2003 ITEM TITLE. An Ordinance Amending the 2003 Budget in the 142 - Arterial Street Fund and Making an Appropriation to complete infrastructure for the Gateway to Wine Country Visitor I formation Center SUBMITTED BY \• Cook, Director of Community and Economic Development Cindy Epperson, Financial Services Manager CONTACT PERSON/TELEPHONE. Bill Cook/575-6113 SUMMARY EXPLANATION At the January 7, 2003 meeting, City Council approved an application for Supporting Investments in Economic Development (SIED) funding to complete infrastructure for the Gateway to Wine Country Visitor Information Center The SIED board met on Thursday January 9, and approved the application. The funding package consists of a $75,000 grant and a $75,000 loan, for a total of $150,000 to pay for parking, curb and gutter, entryways, sidewalks, outdoor lighting, landscaping and an outdoor reception area. (The January 7 Council item contained a complete description of the project and financing mechanisms.) These additional costs were not included in the 2003 budget, since the funding for these improvements was not in place at the time of budget adoption. The attached appropriation ordinance adds $150,000 to the project budget in the Arterial Street fund. The SIED grant /loan will also be added to the revenue budget, so that the fund balance will not be affected Debt service on the loan will be paid in future years from Hotel/ Motel tax revenue The first loan payment isn't due until 2004, so an appropriation for debt service is not necessary for 2003 Resolution Ordinance X Other (Specify) Funding Source. SIED Grant /Loan (in Arterial Street Fund - 142) APPROVED FOR SUBMITTAL. Ci anag. r STAFF RECOMMENDATION Read Ordinance by title only at the January 21, 2003 meeting Pass Ordinance after second reading at the February 4, 2003 meeting. BOARD /COMMISSION RECOMMENDATION COUNCIL ACTION 1- 21 -03: First reading of ordinance, second reading 2 -4 -2003. cje water 476 agenda 2 -4 -03: Ordinance passed. ORDINANCE NO. 2003 -06 1 o RV i 4A L Cr4 Clerk 1 .............,... rss cogs+...c-f,an 1 C ity of 1 Visitor Information Center 1 Gateway to Wine Country I City Project No. 1936 1 Federal Contract No. STPE- 1485(017) 1 rtt++ 1+ It i_ . . • "t * I I ,1 r 1 / rt: / 1 . i ' I . 1 r f . 1* 1 ;.r ' x4 4 Owner: The City of Yakima 1 Operator: The Yakima Valley Visitors and Convention Bureau 1 Design: Loofburrow Architects, P.S. Funding: FHWA Enhancement Funds 1 Contract Specifications 1 ,N . Bid Documents - -1 Plans & Details 4 h . . 11 129 North Second Street Phone (509) 575 6111 Fax 509 576 -6314 Yakima, WA 98901 �''�.��� v �� ( ) 1 i October 2002 50 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 4 t) Engineering Division 129 North Second Street s ' • `� Yakima, Washington 98901 • 6 (509) 575 -6111 • Fax 576 -6305 " .. G K. Wendell Adams, City Engineer October 31, 2002 MSI Construction, Inc. Attn: William Kloster 1507 S. 18 Ave. Yakima, WA 98902 Re: Visitor Information Center, Gateway to Wine Country Federal Contract No. STPE - 1485(017) City Project No. 1936 Dear Mr. Kloster: The City Manager of the City of Yakima has authorized an award of the contract for the above referenced project to your company on the combination basis of your low total project bid and the two Alternate Proposal Items "Less Deduct No. 2" and the "Plus Additive No. 3 ", for your bid submitted on October 24 2002. The final contract award is in the amount of $ 295,646.00 (including Washington State Sales Tax). This letter is official notification of the award of the contract to your company by the City of Yakima. We have prepared and have on hand at the Yakima City Clerk's office four (4) copies of the Project Contracts. You have ten (10) days from this date to sign these documents and furnish the required Performance Bond and Certificate of Insurance. Enclosed is one set of the specifications, proposal and contract documents for your information. Your attention is directed to the Public Liability and Property Damage Insurance sections of the Specifications for coverage limits, additional insurance requirements and special ACORD form wording. Please contact Steve Liddicoat, (509) 453 -9166, ext 121, within ten (10) days of this date, to schedule a pre - construction conference and discuss various forms and documentation that must be completed and turned in to him at that Conference. The Notice to Proceed will also be discussed at the Pre - construction Conference. For your information, we are enclosing a copy of the bid summary for this project. Sincerely, „---/<61k1 K. Wendell Adams, P.E. City Engineer encl. cc: Roger Arms, WSDOT Highways and Local Programs Wendy Leinan, Contract Specialist Yakima Edna Pettyjohn, Finance City Clerk 1 Ao � a n r File I S Sl 1994 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. ` 3 For Meeting 10/7/03 ITEM TITLE: Final Contract Payment for Visitors Information Center SUBMITTED BY: ; ' ` -; unity & Economic Development — Engineering Division CONTACT PERSON /TELEPHONE: K. W. Adams, P.E., City Engineer 575 -6096 SUMMARY EXPLANATION: This project consisted of constructing a new 1,680 square foot Visitors Information Center on North Fair Avenue near I -82 Exit 33A to Lincoln Avenue. This project included building, parking lot and landscape construction including minor roadway widening, curb, gutter, sidewalk and lighting. Final inspection for this project was made and the recommendation is that the project be accepted. This Council action is to accept the project and approve the final estimate. Retainage will be held 30 days after Council approval. Contractor: MSI Construction Inc. Contract Award: November 14, 2002 Contract Cost: $466,956.66 Amt. This Payment: $123.00 The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance Other (Specify) Final Estimate Contract Mail to (name and address): Phone: Funding Source Arterial Street Fund APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Accept the project and approve the attached final estimate. BOARD /COMMISSION RECOMMENDATION: COUNCIL ACTION: Standard Motion V - was accepted and final payment approved. 1507 S. 18th Avenue • Yakima, WA 98902 Office (509) 457 -3634 • Fax (509) 457 -2106 September 24, 2003 www.msiconstruction.com TO: Robert Desgrosellier Senior Engineer City of Yakima 129 N 2nd Street Yakima, WA 98901 FR: Jim Kloster Project: Yakima Information Center Contract # 1936 -Fed STPE- 1485(017) INVOICE Schedule of Previous Draw Values Draws #10 General Requirements $ 16,327.00 $ 16,327.00 $ 114.00 Site Work $ 33,974.00 $ 33,974.00 $ - Concrete $ 30,900.00 $ 30,900.00 $ - Carpentry $ 20,395.00 $ 20,395.00 $ - Exterior Finishes $ 37,769.00 $ 37,769.00 $ - Doors/Windows $ 8,774.00 $ 8,774.00 $ - Entry Door allowance $ 3,500.00 $ 3,500.00 $ - Structural/Roofing $ 29,953.00 $ 29,953.00 $ - Interior Finishes $ 29,914.00 $ 29,914.00 $ - HVAC /Plumbing $ 16,355.00 $ 16,385.00 $ - Cabinets $ 17,327.00 $ 17,327.00 $ - Insulation $ 4,215.00 $ 4,215.00 $ - Electrical $ 17,857.00 $ 17,857.00 $ - Special Construction $ 5,777.00 $ 5,777.00 $ - Repair or Replacement $ 1,000.00 $ 1,000.00 $ - Change order #1 $ 1,950.25 $ 1,950.25 $ - Change order #2 $ 15,131.28 $ 15,131.28 $ - Change order #3 $ 979.88 $ 979.88 $ - Change order #4 $ 3,312.56 $ 3,312.56 $ - Change order #5 $ 115,800.60 $ 114,665.60 Change order #6 $ 22,547.42 $ 22,547.42 $ - $ 433,758.99 $ 432,653.99 $ 114.00 Sales tax 7.90% $ 34,266.96 $ 34,179.67 $ 9 1TOTAL $ 468,025.95 1 $ 466,833.66 1 $ 123 +TOTAL DRAW # 10 $ 123 1 S V CIA!.L/l /V() IN 1..IH :: GU 1OIVIJ?H s Cont. # MSICOI *099QE ECy o f 3 ,— 0 YA ,, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT 0 - . :',,, Engineering Division s •. i 129 North Second Street ,V ` _ " r Yakima, Washington 98901 (509) 575 -6111 • Fax 576 -6305 ++1 PCRAreo N 97 ,' K. Wendell Adams, City Engineer October 28, 2002 MSI Construction, Inc. Attn: William Kloster 1507 So. 18 Avenue Yakima, WA 98902 Re: Visitor Information Center, Gateway to Wine Country, City Project No. 1936 Dear Mr. Kloster: The City Manager of the City of Yakima has authorized an award of the contract for the above referenced project to your company on the basis of your Total Project Bid, LESS Deduct Bid Item Number 2, PLUS Additive Bid Item Number 3, for a total bid awarded in the amount of $295,646.00 (including Washington State Sales Tax). This letter is official notification of the award of the contract to your company by the City of Yakima. As you have already signed your half of the Contracts Documents, you have ten (10) days to furnish the required Performance Bond and Certificate of Insurance. Enclosed is one set of the specifications, proposal and contract documents for your information or Surety. Your attention is directed to the Public Liability and Property Damage Insurance Sections of the Specifications for coverage limits, additional insurance requirements and special ACORD form wording. Please contact Steve Liddicoat at 453 -9166 ext 121 or Robert Desgrosellier at 575 -6228, within ten (10) days of this date, to schedule a pre- construction conference and discuss various forms and documentation that must be completed and turned in at that Conference. The Notice to Proceed will also be discussed at the Pre - construction Conference. For your information, we are enclosing a copy of the bid summary for this project along with sample insurance form documentation from the contract documents. cz4 Sincerely, -.' (2) K. Wendell Adams, P.E. City Engineer encl. cc: Glenn Rice, Assistant City Manager Kathy Coffey, Yakima Convention Center Wendy Leinan, Contract Specialist Edna Pettyjohn, Finance Yakima City Clerk krftil File nn " ""'er'"C" ' ' IV 1994 39 AO_ ORD CERTIFICATE OF LIABILITY INSURANCE D}ATE iterrYJ DATA PAeretnEA t THIS CERTIFICATE r$ ISSUED AS A MATTER OF ;NFORUAT1ON ONLY ANO ' CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER TuE COVERAGE AFFORDED ay THE ACENT t POLICIES BEIOW. ADDRESS INSU AFFORDING COVERAGE WSURrED i:NSURERA A - VII or better admitted carr CONTRACTOR - gNgWLHG:A MY Or better admitted carrier ADDRESS rJ It.5URER C -- .......�,- . . IranulA(R p. t ; INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW-HAVE BEEN ISSUED TO THE INSURED NA MED ABOVE FOR Tr€ POLSCY PERIOD INCICATED. NOTWITHSTANOING ANY REOUIHEMENT_ TERM OR CONDITION OF ANY CONTRACT OR OTHER CO'CUME.VT W.TH F1E 1PECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSLMANCE AFFORDED BY THE POLICIES' DESO!O.E J HEREIN IS SUBJECT TO ALL THE TERMS, ExCLiJc. 'QNS Ar, CONIXTIONS C stir,H POLICIES. AGGREGATE LIMITS SHOWN MAY RAVE BEEN REDUCED BY PAID CLAIMS. 14SR' POLICY EFFECTIVE POL It:s E%P/t1ATfDS .1.T TYPEOP W #UNAH_t_ NSUD'Y Numacn D ..1. r . , , .. . ._.. L ur5 ... A aaNfitrxL LSA brUtY ABC 123 01/01/99 01/01/00 ' EA:,3e CCM- P(4E14: I s 1 Y 0U0 s t14i(} i A l CCIYMEWZ-IALGENERAL UABE,ITY I FIFE DAVAGE IA•Y or+r Ire_ _ 1 s 50,000 _ I CV-WSW/GE ; 1 1 OCCUR ' i ! UEO EXP r. rA:re ne,c Fsu.9 S 5,000 Xt Per Job Agg r regate PCMONAI_A Ain( iN&uw S1,0Q0, GEF.2t+AL AGGREGATE . S2 , GOO 000 GET1t AGGREGATE LIUIT APPUES PE.3: FRC - DUCT S / COV P.`CP A .IG : S l , 000 x 0 00 r -, f-- 1 PRA). r —_ - -' . Pa Icy 1 1 .IEGT t L•OC . I $ i AC1romOisaLE L1AitV r r DEP 456 01 /01 /99 01 /01 01/01/00 • c;�BPUED 51`AJ E LIUIT : 1, 00O, 000 et Ark ar/n —RtAUYAJr[ -� - ----- - 3 ALL GN•4EC AUTOS I EAM . iwuts' S i - }iEC LEO AUTOS i ?n ui';a�ri HINEQ AUTOS I'nr r+cT4 C3'NxF� erw. -Ip I i — - -- - `— 7�2 ° i .1 PfaOPERf'.' CA+AsOk S til t..P1:3' :C:._oel I GARACyt 41AIIlLITT ! 3 ' A Q M . ?. LA ACCIDENT $ - -- I — AwY AMJTG - ----- - . E4 4Cti ; s _. . _ . O'THEk . AU:O O4tY. AU . s EXCESS LIABILITY EACIICCCU_EFEVCE _. ' S _ L_J COEUR ____I MA.USMAL AGGREGATE —. °- S ._._.___ _ . $ i . ,ACPAIt'. °. 1141E : . S .. —._— RETtr :oN 3 S . . 'NC IAAIU• �' • o'a1• "- WORKERS COMPEHSATtOH AND A 1 EMPLOYERS'umsuTY ABC 123 ; 01/01/99 01/01 /00 :7CHY�, +�Ti —_S ,P 1 CL EACHAOC:CtERT ! 1,040,000 - , EL. DISEASE • EA .S. # 10004p9 4100 000 M 1-, aseAsE . Pclt ,IY i...1 z I OTHER 1 Ri k 16 ! I a , 9 alk i. I OF.. S' CRIPT1OROFOPERATION5d "OCATICNSBESECLE9/EXOLI 5tOH6 • .1 8 '# ../ RSENERESPE£IALPi/105 1 <MS - - City of Yakima, ice Agents, Employees, and elected or appointed officials as additional insored"s For project i CERTIFICATE HOLDER I ADD4TlONAL INSURED; INSURER LETTER' _ CANCELLATION — . SHOULD-ANY Of THE ABOVE CE.CRIBED PQL:CtE3 BE CA*,CELLED !BEFORE THE E%PIRATAM 1 City of Yak;`L'a.a cAlt TriERGgP, THE UG SN 145401d/4 Al f' V NAIL 20 ItAYS wiVTY(N 129 N. Street HOT£E TO THE CERTVICATE HOWER NAMED TO TkE L '1 [X R MicIr401.3M Yakima, WA. 98901 oVir XF41WI UIXN IIMXIaWAICURI It AL TH0RtZ. 0 REPRESENTATIVE • ( Signed by Agen 25-5 (7197) 0 ACORO CORPORATION 1988 Specs - Visitors Center - Wine Country.doc 40 COMMERCIAL LIA1 IU Y 1ST REPRINT COL—ENDORSEMENTS JUNE 1991 POLICY NUMBE9: ABC 123 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED- OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or (Organization: CITY OF YAKI'�MA, ITS AGENTS, EMPLOYEES, AND ELECTED OR AP2OtNTED °FrierALS Of no entry appears above, information required to complete this endorsement will be shown in the Declare - dons as applicable to this endorsement.! WHO 15 AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. * '\X Agent Signature Date CG 20 10 11 85 Copyright. Insurance Services Office, Inc.. 1984 V1.11.208 CGzg io1,185 Specs - Visitors Center - Wine Country.doc BID SUMMARY - City of Yakima - Visitor Information Center Gateway to Wine Country ESTIMATE MSI Construction Inc., Mountain States Construction Co., Tri -Ply Construction, Inc. Yakima, WA Sunnyside, WA Yakima, WA CITY PROJECT NO. 1936 Federal Contract NO. STPE - 1485(017) BID SECURITY BID BOND BID BOND BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT NO. ITEM 1 BASE BID 1 LS 270,173.00 270,173.00 269,400.00 269,400.00 279,274.00 279,274.00 302,500.00 302,500.00 2 ENTRY DOOR & HARDWARE FINISHES ALLOWANCE 1 LS 3,500.00 ' 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3 SPILL PREVENTION CONTROL PLAN 1 LS 1,000.00 1,000.00 0.00 0.00 250.00 250.00 200.00 200.00 4 REPAIR OR REPLACEMENT 1 FA 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 SUB -TOTAL 275,673.00 273,900.00 284,024.00 307,200.00 SALES TAX (7.9 %) 21,778.17 21,638.10 22,437.90 24,268.80 TOTAL PROJECT BID - •(BASIS OF AWARD) $297,451.17 $295,538.10 $306,461.90 $331,468.80 Alternate Bid Alternate Bid & Sales Tax 1 DEDUCT: composite roofing in lieu of tile roofing LS (3,751.00) (4,047.33) (5,163.00) (5,570.88) (5,500.00) (5,934.50) 2 DEDUCT: vinyl windows in lieu of wood clad windows LS (7,800.00) (8,416.20) (8,418.00) (9,083.02) (6,710.00) (7,240.09) 3 ADD: casework at entry perimeter & reception area LS 7,900.00 8,524.10 8,631.00 9,312.85 8,616.00 9,296.66 4 ADD: latticework at exterior elevations LS 980.00 1,057.42 1,122.00 1,210.64 655.00 706.75 5 DEDUCT: portion of asphalt parking lot, drive lane & base LS (6,000.00) (6,474.00) (8,962.00) (9,670.00) (5,700.00) (6,150.30) 6 DEDUCT: exclude Trellises on the north & west of building LS (10,100.00) (10 897 90) (19,777.00) (21,339.38) (10,255.00) . (11,065.15) [AWARD: TOTAL PROJECT BID - DEDUCT 2 + ADD 3 = 1 $295,646.001 CITY ENGINEERS REPORT _ -- "" L . r Y e t` "" CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON OCTOBER 24, 2002, 'II ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. ,. + 4 e , VISITOR INFORMATION CENTER 1 RECOMMEND THE CONTRACT BE AWARDED AS y - 4� HIGHLIGHTED ABOVE TO: .., 1 . % AWARD MADE BY CITY MANAGER GATEWAY TO WINE COUNTRY MSI Construction Inc., Yakima, WA ',∎.) :. : ∎�% PROJECT NO. 1936 I h 2 • U DATE: October 28, 2002 /C2 —Z Zc�'L K I `k 4 1 \ "pORATFn `g - \ Z \ v1 DATE CITY ENGINEER l x ` DATE CITY MANAGER FILE: Bid Summary- 1936.PUB SHEET 1 of 2 BID SUMMARY City of Yakima - Visitor Information Center Gateway to Wine Country GLACIER CONSTRUCTION TERRY PATRICK CONTRACTOR, INC., CONCORD CONSTRUCTION INC., APOLLO INC., YAKIMA, WA YAKIMA, WA WAPATO, WA KENNEWICK, WA CITY PROJECT NO. 1936 Federal Contract NO. STPE- 1485(017) BID SECURITY BID BOND BID BOND BID BOND BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT NO. ITEM 1 BASE BID 1 LS 316,990.00 316,990.00 328,906.62 328,906.62 329,091.00 329,091.00 377,466.00 377,466.00 2 ENTRY DOOR & HARDWARE FINISHES ALLOWANCE 1 LS 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3 SPILL PREVENTION CONTROL PLAN 1 LS 500.00 500.00 200.00 200.00 500.00 500.00 500.00 500.00 4 REPAIR OR REPLACEMENT 1 LS 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 SUB -TOTAL 321,990.00 333,606.62 334,091.00 382,466.00 . SALES TAX (7.9 %) 25,437.21 26,354.92 26,393.19 30,214.81 TOTAL PROJECT BID - •(BASIS OF AWARD) $347,427.21 $359,961.54 $360,484.19 $412,680.81 1 DEDUCT: composite roofing in lieu of tile roofing 1 LS (5,100.00) (5,502.90) (5,288.00) (5,705.75) (5,262.00) (5,677.70) (4,800.00) (5,179.20) 2 DEDUCT: vinyl windows in lieu of wood clad windows 1 LS (10,067.00) (10,862.29) (8,357.00) (9,017.20) (8,578.00) (9,255.66) (4,442.00) (4,792.92) 3 ADD: casework at entry perimeter & reception area 1 LS 8,630.00 9,311.77 8,542.00 9,216.82 8,795.00 9,489.81 9,100.00 9,818.90 4 ADD: latticework at exterior elevations 1 LS 1,965.00 2,120.24 11,095.00 11,971.51 1,041.00 1,123.24 828.00 893.41 5 DEDUCT: portion of asphalt parking lot, drive lane & base 1 LS (9,100.00) (9,818.90) (7,406.00) (7,991.07) (11,601.00) (12,517.48) (5,900.00) (6,366.10) 6 DEDUCT: exclude Trellises on the north & west of building 1 LS (7,610.00) (8,211.19) (5,547.00) (5,985.21) (11,021.00) (11,891.66) (14,850.00) (16,023.15) CITY ENGINEERS REPORT _- " " ", " "`. -- C O- A CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON OCTOBER 24, 2002. � 4 r ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. 1 00 +++' VISITOR INFORMATION CENTER I RECOMMEND THE CONTRACT BE AWARDED AS , % (� 77 ■ HIGHLIGHTED ABOVE TO: I..I 1 ;? y AWARD MADE BY CITY MANAGER GATEWAY TO WINE COUNTRY ion Inc. Yakima, WA 4 r .Y MSI Construct ' J . PROJECT NO. 1936 ', r+r4 4 * i .� * / rDATE: October 28, 2002 \t nk. \TF. FILE: Bid Summary- 1936.PUB DATE CITY ENGINEER \ l `` "`�� �'� DATE \ CITY MANAGER SHEET 2 of 2 BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. For Meeting of May 7, 2002 ITEM TITLE: Consideration of a Resolution authorizing an agreement to operate the Yakima Wine Information Center SUBMI'1" 1'ED BY: Department. of Community and Economic Development - CONTACT PERSON/TELEPHONE llam R. Cook, CED Department Director, 575 -6227. SUMMARY EXPLANATION: Attached is the Yakima Wine Information Center Management and Promotion Agreement for the Yakima Gateway to Wine Country located at 101 North Fair Avenue, Yakima, Washington. This agreement is between the City of Yakima and the Yakima Valley Visitors and Convention Bureau to manage, operate and maintain the Yakima Wine Information Center. The Center shall be used to promote tourist activities vital to the local economy. The Bureau shall be solely responsible for all associated costs and expenses of managing and operating the Center including building operation and maintenance of the surrounding grounds. Please note the legal description will be added at a later date. Resolution X Ordinance Contract X Other (Specify) Funding Source APPROVED FOR SUBMITTAL: City Manager STAFF RECOMMENDATION: Approve Agreement. BOARD /COMMISSION RECOMMENDATION: COUNCIL ACTION: Resolution adopted. RESOLUTION NO. R- 2002 -53 RESOLUTION NO. R 2002 - 53 A RESOLUTION authorizing and directing the City Manager of the City of Yakima to execute an agreement between the City of Yakima and the Yakima Valley Visitors and Convention Bureau, a non - profit corporation, authorizing said organization to manage, operate and maintain the Yakima Wine Information Center. WHEREAS, the City is in the process of designing and constructing the Yakima Wine Information Center ( "Center ") at 101 North Fair Avenue, Yakima, Washington, for the purpose of promoting tourist activities vital to the local economy; and WHEREAS, the City does not have the personnel or resources necessary to manage, operate and maintain the Center; and WHEREAS, the Yakima Valley Visitors and Convention Bureau is a non - profit corporation whose membership represents the hospitality industry, for which the Bureau serves as a focus of efforts to promote convention and tourist activities which are vital to the local economy; and WHEREAS, the Bureau has the experience and expertise to manage, operate and maintain the Center, and is willing to do so in accordance with the terms and conditions of the attached agreement; and WHEREAS, the City Council deems it to be in the best interest of the City of Yakima to authorize execution of an agreement between the City of Yakima and the Yakima Valley Visitors and Convention Bureau in a form substantially similar to the attached agreement, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized and directed to execute an agreement between the City of Yakima and the Yakima Valley Visitors and Convention Bureau, a non - profit corporation, authorizing said organization to manage, operate and maintain the Yakima Wine Information Center. The form of the final agreement (lk)res /comm dev -wine info center -apr 02 .pm shall be subject to review and approval of the City Attorney and shall be substantially similar to the attached agreement. ADOPTED BY THE CITY COUNCIL this 7th day of May, 2002. ATTEST: Mary Place, Mayor City Clerk (lk)res /comm dev -wine info center -apr 02 .pm BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 6 1 , A For Meeting of May 7, 2002 ITEM TITLE: Award Consultant Contract for Yakima Gateway to Wine Country Site Design to Steven W. Liddicoat to be a Project Manager. SUBMITTED BY: Department. of Community and Economic Development - Engineering Division CONTACT PERSON /TELEPHONE: William R. Cook, CED Department Director, 575 -6227. SUMMARY EXPLANATION: Attached is a Consultant Contract Agreement for the Yakima Gateway to Wine Country Project with Steven W. Liddicoat to assist with the development by acting as the Project Manager. This work will include design of the building and lot layout along with some inspection duties. The cost for this work is $25,500, which includes all costs associated with the work. The time to complete this project will be approximately eight weeks to complete the design and 4 months to complete construction. Resolution X Ordinance Contract X Other (Specify) Funding Source Federal Enhancement Grant APPROVED FOR SUBMITTAL: , -% 4 City Manager STAFF RECOMMENDATION: Approve Agreement. BOARD /COMMISSION RECOMMENDATION: COUNCIL ACTION: Resolution adopted. RESOLUTION NO. R- 2002 -52 RESOLUTION NO. R -2002 - 52 A RESOLUTION authorizing and directing the City Manager to execute an agreement for professional services between the City of Yakima and Steven W. Liddicoat for professional design and engineering services related to the Yakima Gateway to Wine Center Project. WHEREAS, the City of Yakima desires to engage Steven W. Liddicoat, to perform professional engineering services on an independent contractor basis as Project Manager for the Yakima Gateway to Wine Center Project; and WHEREAS, Steven W. Liddicoat has the experience and expertise necessary to provide said independent contractor services and is willing to provide such services in accordance with the terms and conditions of the attached Agreement; and WHEREAS, the City Council deems it to be in the best interest of the City of Yakima to enter into the attached agreement with Steven W. Liddicoat for professional engineering services related to the Yakima Gateway to Wine Center Project, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized and directed to execute the attached and incorporated professional services agreement with Steven W. Liddicoat for professional design and engineering services related to the Yakima Gateway to Wine Center Project. ADOPTED BY THE CITY COUNCIL this 7th day of May, 2002. ATTEST: Mary Place, Mayor City Clerk (lk)res /engineering cony ctr mcguire nov Ol.pm SERVICES AGREEMENT Wine Information Center Project Yakima, Washington May 1, 2002 THIS AGREEMENT is made and entered into by and between the City of Yakima, a Washington municipal corporation (hereafter the "City "), and Steven W. Liddicoat, an individual (hereafter "Project Manager "). WHEREAS, the City of Yakima desires to engage Steven W. Liddicoat, to perform professional services on an independent contractor basis as Project Manager for the Yakima Wine Information Center (hereinafter the "Project "). WHEREAS, Steven W. Liddicoat has the experience and expertise necessary to provide said services and is willing to so in accordance with the terms and conditions of this Agreement. NOW, THEREFORE, in consideration of the mutual covenants, promises, and agreements set forth herein, it is agreed by and between the City and Project Manager as follows: 1. Scope of Services. a. The Project Manager shall perform, to the best of his ability, services for the City relating to the customary duties for the position of Project Manager for the Project. The Project Manager understands that such duties are diverse and are not fully set forth in this Agreement, but include the work and services described and stated on attached and incorporated Exhibits "Al" through "A8" and the following: i. Prepare and provide construction documents for the new wine information center. These documents shall be in accordance with design intent described on attached and incorporated Exhibit "Al" (Design Intent). ii. Prepare and provide Project documents and drawings in accordance with the schedule of drawings described on attached and incorporated Exhibit "A2" (Schedule of Drawings). iii. Prepare and provide all necessary specifications for general construction of the Project. iv. Coordinate construction documents with City Engineering Division. v. Provide scheduled on -site observations of the Project work in progress during the construction phase in accordance with attached and incorporated Exhibit "A4" (Project Management Tasks). Contract for Services / City of Yakima / Wine Information Center / Page 1 of 11 vi. Process necessary changes in th work or change orders requested in regard to construction of the Project. All changes in work and change orders shall be subject final approval by the City Engineer. vii. Prepare and maintain project budget status report for the City review. b. The City shall: i. Provide the Project Manager with all requested information necessary for the P Manager to out the Project ���u��u��.. �� carry ou t < «�C services required under this Agreement. ii. Provide timely responses to inquiries and request for direction or approvals. iii. Provide compliance information as outlined in attached and incorporated Exhibit "A3" (Project Synopsis). 2. Term. The term of this Agreement shall commence upon execution hereof and shall terminate upon completion of the project, unless terminated sooner by either party in accordance with Section 16. 3. Consideration. The City shall pay the Project Manager for services rendered per the schedule of values and budgeted hourly rate described and provided in attached and incorporated Exhibit "A5" (Fee Schedule). The Project Manager shall submit to the City monthly invoices itemizing all hours worked by date. Upon receipt of said monthly invoice, the City shall make payment to the Project Manager within thirty (30) calendar days. The Project Manager shall maintain adequate time records /logs to substantiate all amounts itemized on the monthly invoices. The total arnonnt of c ompensatio n p aid t the Project Manager by the City under this Agreement shall not exceed Twenty -five Thousand Five Hundred and Five Dollars ($25,505.00). 4. Inspection and Audit. Project Manager shall maintain books, accounts, records, documents and other evidence pertaining to the costs and expenses allowable and consideration paid under this Agreement in accordance with generally accepted accounting practices. All such books of account and records required to be maintained by this Agreement shall be subject to inspection and audit by representatives of the City and /or of the Washington State Auditor at all reasonable times, and Project Manager shall afford the proper facilities for such inspection and audit. Such books of account and records may be copied by representatives of the City and /or of the Washington State Auditor where necessary to conduct or document an audit. Provider shall preserve and make available all such books of account and records for a period of three (3) years after final payment under this Agreement. 5. Status of Project Manager. Project Manager and the City understand and expressly agree that Project Manager is an independent contractor in the performance of each and every part of this Agreement. Project Manager, as an independent contractor, assumes the entire Contract for Services / City of Yakima / Wine Information Center / Page 2 of 11 • responsibility for carrying out and accomplishing the services required under this Agreement. Project Manager shall make no claim of City employment nor shall claim against the City any related employment benefits, social security, and/ or retirement benefits. Nothing contained herein shall be interpreted as creating a relationship of servant, employee, partnership or agency between Project Manager and the City. 6. Taxes and Assessments. Project Manager shall be solely responsible for compensating his employees, agents, and/ or subcontractors and for paying all related taxes, deductions, and assessments, including but not limited to, federal income tax, FICA, social security tax, assessments for unemployment and industrial injury, and other deductions from income which may be required by law or assessed against either party as a result of this Agreement. In the event the City is assessed a tax or assessment as a result of this Agreement, the Project Manager shall pay the same before it becomes due. 7. Nondiscrimination Provision. During the performance of this Agreement, Project Manager shall not discriminate on the basis of race, age, color, sex, religion, national origin, creed, marital status, political affiliation, or the presence of any sensory, mental or physical handicap. 8. The Americans with Disabilities Act. The Project Manager shall comply with the Americans with Disabilities Act of 1990, 42 U.S.C. § 12101 et seq. (ADA), and its implementing regulations, and Washington State's anti- discrimination law as contained in RCW Chapter 49.60 and its implementing regulations, with regard to the activities and services provided pursuant to this Agreement. The ADA provides comprehensive civil rights to individuals with disabilities in the area of employment, public accommodations, public transportation, state and local government services, and telecommunications. 9. Compliance With Law. Project Manager agrees to perform those services under and pursuant to this Agreement in full compliance with any and all applicable laws, rules, and regulations adopted or promulgated by any governmental agency or regulatory body, whether federal, state, local, or otherwise. 10. No Insurance. It is understood the City does not maintain liability insurance for Project Manager and / or its employees. 11. Indemnification and Hold Harmless. a. Project Manager agrees to hold harmless, indemnify, and defend the City, its officers, elected officials, employees, and agents from and against any and all suits, actions, claims, liability, damages, judgments, costs and expenses (including reasonable attorney's fees) which result from or arise out of the negligence of Project Manager in connection with or incidental to the performance or non - performance the services required under this Agreement. b. In the event that both Project Manager and the City are negligent, each party shall be liable for its contributory share of negligence for any resulting suits, actions, claims, liability, damages, judgments, costs and expenses (including reasonable attorney's fees). c. Nothing contained in this Section or this Agreement shall be construed to create a liability or a right of indemnification in any third party. Contract for Services / City of Yakima / Wine Information Center / Page 3 of 11 d. This Section of the Agreement shall survive the term or expiration of this Agreement and shall be binding on the parties to this Agreement. 12. Insurance provided by Project Manager. a. Commercial Liability Insurance. On or before the date this Agreement is f executed by the parties, the Project Manager shall provide the City with a certificate of insurance as proof of commercial liability insurance with a minimum liability limit of One Milli Dollars ($ 00n 00n 00) combined single limit bodily , The �,...,,,,., �.....,..� combined iii ■gic liliu� vouil injury and �Jr property damage. lrie certificate shall clearly state who the provider is, the amount of coverage, the policy number, and when the policy and provisions provided are in effect (any statement in the certificate to the effect of "this certificate is issued as a matter of information only and confers no right upon the certificate holder" shall be deleted). Said policy shall be in effect for the duration of this Agreement. The policy shall name the City, its elected officials, officers, agents, and employees as additional insureds, and shall contain a clause that the insurer will not cancel or change the insurance without first giving the City thirty (30) calendar days prior written notice (any language in the clause to the effect of "but failure to mail such notice shall impose no obligation or liability of any kind upon the company" shall be crossed out and initialed by the insurance agent). The insurance shall be with an insurance company or companies rated A -VII or higher in Best's Guide and admitted in the State of Washington. b. Commercial Automobile Liability Insurance. On or before the date this Agreement is fully executed by the parties, the Project Manager shall provide the City with a certificate of insurance as proof of commercial automobile liability insurance with a minimum liability limit of One Million Dollars ($1,000,000.00) combined single limit bodily injury and property damage. The certificate shall clearly state who the provider is, the amount of coverage, the policy number, and when the policy and provisions provided are in effect (any statement in the certificate to the effect of "this certificate is issued as a matter of information only and confers no right upon the certificate holder" shall be deleted). Said policy shall be in effect for the duration of this Agreement. The policy shall name the City, its elected officials, officers, agents, and employees as additional in r and s h a ll contain a la, that . h L. v 1 � .., uui clause LLl0.l ulC insurer will not cancel or change the insurance without first giving the City thirty (30) calendar days prior written notice (any language in the clause to the effect of "but failure to mail such notice shall impose no obligation or liability of any kind upon the company" shall be crossed out and initialed by the insurance agent). The insurance shall be with an insurance company or companies rated A -VII or higher in Best's Guide and admitted in the State of Washington. c. Professional Liability Insurance. On or before the date this Agreement is fully executed by the parties, the Project Manager shall provide the City with a certificate of insurance as evidence of Professional Errors and Omissions Liability Insurance with coverage of at least One Million Dollars ($1,000,000.00) per occurrence and an annual aggregate limit of at least One Million Dollars ($1,000,000.00). The certificate shall clearly state who the provider is, the amount of coverage, the policy number, and when the policy and provisions provided are in effect. The insurance shall be with an insurance company rated A -VII or higher in Best's Guide. If the policy is on a claims made basis, the retroactive date of the insurance policy shall be on or before January 1, 1998, or shall provide full prior acts. The insurance coverage shall remain in effect during the term of this Agreement and for a minimum of three (3) years following the termination of this Agreement. Contract for Services / City of Yakima / Wine Information Center / Page 4 of 11 d. Insurance provided by Subcontractors. The Project Manager shall ensure that all subcontractors it utilizes for work/services required under this Agreement shall comply with all of the above insurance requirements. 13. Delegation of Professional Services. The services provided for herein shall be performed by Project Manager, and no person other than the Project Manager shall be engaged upon such work or services except upon written approval of the City. 14. Assignment. This Agreement, or any interest herein, or claim hereunder, shall not be assigned or transferred in whole or in part by Project Manager to any other person or entity without the prior written consent of the City. In the event that such prior written consent to an assignment is granted, then the assignee shall assume all duties, obligations, and liabilities of Project Manager stated herein. 15. Waiver of Breach. A waiver by either party hereto of a breach of the other party hereto of any covenant or condition of this Agreement shall not impair the right of the party not in default to avail itself of any subsequent breach thereof. Leniency, delay or failure of either party to insist upon strict performance of any agreement, covenant or condition of this Agreement, or to exercise any right herein given in any one or more instances, shall not be construed as a waiver or relinquishment of any such agreement, covenant, condition or right. 16. Termination. This Agreement may be terminated by either party at any time after first having given ten (10) calendar days written notice to the other party in the event of the other party's substantial failure to perform in accordance with the terms and conditions of this Agreement. Additionally, either party may terminate this Agreement without cause by providing the other party with written notice of termination thirty (30) calendar days prior to the termination date. 17. Confidentiality. The Project Manager agrees to maintain total confidentiality as regards to information discerned from access to City records. Such information shall be held in strict confidence in accordance with the standards of Conduct of the Designing Profession. 18. Severability. If any portion of this Agreement is changed per mutual agreement or any portion is held invalid, the remainder of the Agreement shall remain in full force and effect. 19. Integration. This written document constitutes the entire agreement between the City and Project Manager. There are no other oral or written Agreements between the parties as to the subjects covered herein. No changes or additions to this Agreement shall be valid or binding upon either party unless such change or addition be in writing and executed by both parties. Contract for Services / City of Yakima / Wine Information Center / Page 5 of 11 20. Notices. Unless stated otherwise herein, all notices and demands shall be in writing and sent or hand delivered to the parties to their addresses as follows: TO CITY: City Engineer City Hall 129 North 2nd Street Yakima, WA 98901 TO PROJECT MANAGER: Steven W. Liddicoat 370 Hornann Lane Selah, Washington 98942 or to such other addresses as the parties may hereafter designate in writing. Notices and /or demands shall be sent by registered or certified mail, postage prepaid or hand delivered. Such notices shall be deemed effective when mailed or hand delivered at the addresses specified above. 21. Survival. Any provision of this Agreement which imposes an obligation after termination or expiration of this Agreement shall survive the term or expiration of this Agreement and shall be binding on the parties to this Agreement. 22. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Washington. 23. Venue. The venue for any action to enforce or interpret this Agreement shall lie in the Superior Court of Washington for Yakima County, Washington. CITY OF YAKIMA STEVEN W. LIDDICOAT By: By R. A. Zais, Jr., City Manager Steven W. Liddicoat DATE: DATE: ATTEST: City Clerk City Contract No. City Resolution No. Contract for Services / City of Yakima / Wine Information Center / Page 6 of 11 Exhibit -Al- Design intent - Program drawings and concept elevation ";111 11. s Tj 1 71-1 1 I 1 .---.4 , MEn 1 d - , I II - _ II 1 - STOM1T SOARO 1 O ISFLAT I I/ 01 - It— I 1 S KIS pl � l � 1 G UnTER :JC -I 1 � CO I MAT uniTS - -- -_� I EMILY t REGEFTI0 I I I_ EMILY 11 - - - - - - EVERTS 1 MEET INf L. I I I 1 WALL VI5FLAT UNITS 1 FLOOR I LAN YALE 1 /E -1 TILE ROOF FIN15 . .Aid " " f1�A *f i� � __ a ammi ~i " quomoc .m.mmu . � o! i" '! — _ TOP OP .LATE ORTVIT FINISH - -- �ymy Amy "17 "M Y . � L∎ - - -- .tom - -_ �S " aiaala.Ai s TRELLIS \ - -� - - -- _ - _..___..__ —..__ _.. __._ -._ - _ . _ II _r_ = ins ' I\ 11 I• 11 II IAliI I I\ A• /• I•= II = II fI II Iry I r E! 1 WI NW NM'RN ___: NATURAL ROCK FINISH : ■■ ■■ ' m :1 II ■i I I ma ■■ w /I MN ■■ MI :: :: °-? ■■ 11 ■■ 11 i il 3 11 t\ I I t■ I I I I o I I I t o u<!� ' 11 _ =�- 1 11 't'` 11 11 ' ^'� , . I' ti 5 LEVAT I ON WALE 1/6. -1 Contract for Services / City of Yakima / Wine Information Center / Page 7 of 11 Exhibit A2 Schedule of drawings to be prepared under this contract. Drawing format: 11x17 page size 1. Project location map 7 Index to dra 3. Code and compliance information 4. Project site plan - information provided by city 5. Schematic landscaping plan - information details by city 6. Utility plan for water and sewer - information provided by city 7. Communication connection plan 8. Floor plan 9. Interior wall elevations 10. Foundation plans 11. Foundation details 12. Exterior elevations 13. Building sections 14. Wall sections 15. Roof framing plans 16. Roof framing details 17. Ceiling plans 18. Room finish schedule 19. Door and window schedule 20. Hardware schedule 21. Cabinet details 22. Rest rooms finish details 23. Framing details 24. Lighting plan 25. Power plan 26. Communication plan 27. Plumbing plan 28. Alarm and security plan 29. Owner provided equipment schedule 30. Interior design outline 31. Window trim and finishes 32. Exterior finishes - trellis and elevated garden area 33. Exterior lighting scheme Contract for Services / City of Yakima / Wine Information Center / Page 8 of 11 Exhibit A3 Project Synopsis: Use: Wine Information Center Type of Construction: Type 5n - non - sprinkled facility Number of Stories: 1 Area of Building: 1,680 sf Project site Location: Yakima Park and Ride site Compliance Issues: 1997 UBC WAC & RCW Requirements Yakima Health Department Washington State Fire Code City of Yakima Building Deparlment Department of Labor and Industries Electrical Permits Project Narrative: Single level wood frame or modular component structure with demonstrated ability to be relocated Exterior elements to be a simulated rock and plaster texture Interior walls to be wood or metal studs Interior finishes to be commercial grade Interior and exterior doors to be hollow metal frame, commercial grade Ceiling system to be 2x4 acoustical Restrooms complete with ADA hardware and dividers Built in counter as indicated Alarm system for compliance with UBC Building systems: Documents shall provide for the option of a modular manufacture to provide and install the proposed facility. Funding sources require that this facility to be relocated in the future and building systems will be design as such. Contractors will have the option to the modular manufacture option construct the facility off site and transport and assemble on site as an alternative delivery system. Alternative building systems will be considered if financial feasible. Contract for Services / City of Yakima / Wine Information Center / Page 9 of 11 Exhibit A4 Project management Task: Project management will include meeting with the city and contractor or supplier for the installation or construction of the proposed project. Work includes providing weekly j ob site observation for compliance with construction documents and process information and clarifications for the construction process. Format of reports and details to be defined by the City Engineer and Steve Liddicoat. Exhibit A5 Fee schedule for scope of work: Wine information center 1. Construction documents per exhibit A2 Fix lump sum fee $ 14,800 2. Structural engineer Estimated 24 hrs @ 125 /hr $ 3,000 3. Project management during construction phase Estimated 52 hours @ $85 /hr $ 4,505 4. RFP documents / Outline specifications $ 2,000 • 5. Printing and support services $ 1,200 Total not to exceed fee for scope of work: $ 25.505 Hourly rate schedule: Principle Project Manager $85 /hr Architect $120/hr Structural engineer $95 /hr Support services clerical $35 /hr Items not included in scope of work: a. survey information b. Soils testing or investigation. c. Landscaping Design / Irrigation sprinkler systems. d. Utility connection details e. Building signage f. Permit applications g. Printing final bid documents. Contract for Services / City of Yakima / Wine Information Center / Page 10 of 11 Exhibit A6 Time frame to complete scope of work: From acceptance and acknowledgement of contract along with approval of design the estimated time to complete the construction documents for City review in six to eight weeks. Exhibit A7 Acknowledgement of sub - contract for A &E services Professional services for Architectural and engineering services shall be sub - contracted. The A &E team shall provide professional liability insurance for services provided. Exhibit A8 General Insurance Policy Project Manager shall provide the owner with certificate of insurance for general business and automobile coverage prior to the start of any project work. End of exhibits Contract for Services / City of Yakima / Wine Information Center / Page 11 of 11 BID SUMMARY City of Yakima - Visitor Information Center Gateway to Wine Country ESTIMATE MSI Construction Inc., Mountain States Construction Co., Tri -Ply Construction, Inc. Yakima, WA Sunnyside, WA Yakima, WA CITY PROJECT NO. 1936 Federal Contract NO. STPE - 1485(017) BID SECURITY BID BOND BID BOND BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT NO. ITEM 1 BASE BID 1 LS 270,173.00 270,173.00 269,400.00 269,400.00 279,274.00 279,274.00 302,500.00 302,500.00 2 ENTRY DOOR & HARDWARE FINISHES ALLOWANCE 1 LS 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3 SPILL PREVENTION CONTROL PLAN 1 LS 1,000.00 1,000.00 0.0C 0.00 250.00 250.00 200.00 200.00 4 REPAIR OR REPLACEMENT 1 FA 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 SUB -TOTAL 275,673.00 273,900.00 284,024.00 307,200.00 SALES TAX (7.9 %) 21,778.17 21,638.10 22,437.90 24,268.80 TOTAL PROJECT BID - "(BASIS OF AWARD) $297,451.17 $295,538.10 $306,461.90 $331,468.80 Alternate Bid Alternate Bid & Sales Tax 1 DEDUCT: composite roofing in lieu of tile roofing LS (3,751.00) (4,047.33) (5,163.00) (5,570.88) (5,500.00) (5,934.50) 2 DEDUCT: vinyl windows in lieu of wood clad windows LS (7,800.00) (8,416.20) (8,418.00) (9,083.02) (6,710.00) (7,240.09) 3 ADD: casework at entry perimeter & reception area LS 7,900.00 8,524.10 8,631.00 9,312.85 8,616.00 9,296.66 4 ADD: latticework at exterior elevations LS 980.00 1,057.42 1,122.00 1,210.64 655.00 706.75 5 DEDUCT: portion of asphalt parking lot, drive lane & base LS (6,000.00) (6,474.00) (8,962.00) (9,670.00) (5,700.00) (6,150.30) 6 DEDUCT: exclude Trellises on the north & west of building LS (10,100.00) (10 897 90) (19,777.00) (21,339.38) (10,255.00) (11,065.15) AWARD: TOTAL PROJECT BID - DEDUCT 2 + ADD 3 = $295,646.00 CITY ENGINEERS REPORT /'' Y. CITY OF YAKIMA VT COMPETITIVE BIDS WERE OPENED ON OCTOBER 24, 2002. 1 ° + + ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. 1.. + ++ VISITOR INFORMATION CENTER I RECOMMEND THE CONTRACT BE AWARDED AS + '4 HIGHLIGHTED ABOVE TO: .� v AWARD MADE BY CITY MANAGER GATEWAY TO WINE COUNTRY MSI Construction Inc., Yakima, WA ; •, - 4 PROJECT NO. 1936 ++++ r l r$ v * / C Z_6- ZC L ,..(--)...-7.------.,,- DATE: October 28, 2002 9 / i� ORn - 1 — v \'Z�V ti ik� , ORAT FILE: Bid Summary- 1936.PUB DATE CITY ENGINEER � "x x ... DATE CITY MANAGER SHEET 1 of 2 BID SUMMARY City of Yakima - Visitor Information Center Gateway to Wine Country GLACIER CONSTRUCTION TERRY PATRICK CONTRACTOR, INC., CONCORD CONSTRUCTION INC., APOLLO INC., YAKIMA, WA YAKIMA, WA WAPATO, WA KENNEWICK, WA CITY PROJECT NO. 1936 Federal Contract NO. STPE- 1485(017) BID SECURITY BID BOND BID BOND BID BOND BID BOND ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT NO. ITEM 1 BASE BID 1 LS 316,990.00 316,990.00 328,906.62 328,906.62 329,091.00 329,091.00 377,466.00 377,466.00 2 ENTRY DOOR & HARDWARE FINISHES ALLOWANCE 1 LS 3,500.00 3,500.01 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3,500.00 3 SPILL PREVENTION CONTROL PLAN 1 LS 500.00 500.01 200.00 200.00 500.00 500.00 500.00 500.00 4 REPAIR OR REPLACEMENT 1 LS 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 SUB -TOTAL 321,990.00 333,606.62 334,091.00 382,466.00 SALES TAX (7.9 %) 25,437.21 26,354.92 26,393.19 30,214.81 TOTAL PROJECT BID - *(BASIS OF AWARD) $347,427.21 $359,961.54 $360,484.19 $412,680.81 1 DEDUCT: composite roofing in lieu of tile roofing 1 LS (5,100.00) (5,502.90) (5,288.00) (5,705.75) (5,262.00) (5,677.70) (4,800.00) (5,179.20) 2 DEDUCT: vinyl windows in lieu of wood clad windows 1 LS (10,067.00) (10,862.29) (8,357.00) (9,017.20) (8,578.00) (9,255.66) (4,442.00) (4,792.92) 3 ADD: casework at entry perimeter & reception area 1 LS 8,630.00 9,311.7 8,542.00 9,216.82 8,795.00 9,489.81 9,100.00 9,818.90 4 ADD: latticework at exterior elevations 1 LS 1,965.00 2,120.2 11,095.00 11,971.51 1,041.00 1,123.24 828.00 893.41 5 DEDUCT: portion of asphalt parking lot, drive lane & base 1 LS (9,100.00) (9,818.90) (7,406.00) (7,991.07) (11,601.00) (12,517.48) (5,900.00) (6,366.10) . 6 DEDUCT: exclude Trellises on the north & west of building 1 LS (7,610.00) (8,211.19) (5,547.00) (5,985.21) (11,021.00) (11,891.66) (14,850.00) (16,023.15) CITY ENGINEERS REPORT "" = o v Y.� ° ‘N, CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON OCTOBER 24, 2002. 1 �'r ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. " ', It VISITOR INFORMATION CENTER I RECOMMEND THE CONTRACT BE AWARDED AS � r .."4:°# HIGHLIGHTED ABOVE TO: ¢ •''": • AWARD MADE BY CITY MANAGER GATEWAY TO WINE COUNTRY MSI Construction Inc. Yakima, WA 4 r . PROJECT NO. 1936 r, 4 4 / I * ~ \ DATE: October 28, 2002 t p 1 1 1 1 o H.�Tr y FILE: Bid Summary- 1936.PUB DATE CITY ENGINEER A ` 1 ... , �..,�-- "` - - -- DATE CITY MANAGER SHEET 2 of 2 • o .- - Y,1 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ,,c''',, Engineering Division 129 North Second Street ,,,C)%• ' = r?'3, Yakima, Washington 98901 (509) 575 -6111 • Fax 576 -6305 ' ORP ..RAT '46 " K. Wendell Adams, City Engineer ADDENDUM NO. 1 TO THE BID DOCUMENTS & SPECIFICATIONS FOR THE CITY OF YAKIMA, WA for VISITOR INFORMATION CENTER GATEWAY TO WINE COUNTRY 101 North Fair Avenue City Project No. 1936 Federal Contract No. STPE- 1485(017) BID OPENING: October 23 2:00 p.m., City Hall Council Chambers TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The Bid & Contract Documents shall be modified as follows: ITEM 1. Part I - Bidding and General Requirements (Division 0): Section 00100 Instructions to Bidders Page 12,1.03 Pre -Bid Conference, Sub Section A, The statement in the second sentence that the PreBid Meeting was mandatory is overridden by the Invitation to Bid. (The PreBid meeting was voluntary per the Invitation to Bid) ITEM 2. Part III - Technical Specifications: Section 12300 Cabinets and Casework Page 245, Part 2 Products; 2.01 Manufacturers and Materials, This Section is amended with the following: Add the following supplier as an approved manufacturer: Cabinet Tech, LLC, Yakima, WA, contact person is Shane Cox, phone 575 -0180. Yakima Addendum 1 Page 1 of 2 10/18/02 an- ame11cacnr 1994 ITEM 3. Plan Sheets: Plan Sheet A2.1 All exterior doorways shall be purchased and installed such that the doors swing toward the outside of the building. Per UBC code 1003.3.1.5 ITEM 4. Plan Sheets: Plan Sheet A7.1 Notes: The notes shall be modified to read that the foundation wall MUST have reinforcement bar. ITEM 5. Plan Sheets: Additional Plan Sheet - Foundation and Floor Framing Plan Add the attached one (1) 8 x 11 Plan Sheet specifying the crawl space access. ITEM 6. Plan Sheets: Additional Plan Sheet - Spot Elevations for Paving and Grading Add the attached one (1) 11 x 17 Plan Sheet clarifying project elevations. This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specification. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. t f APPROVED: s.r < I l L 1 v . 2_ ,6y-) ; K. Wende Adam P.E. ate City Engineer * END OF ADDENDUM NO. 1 Addendum 1 Page 2 of 2 10/18/02 ,, , 11 7/8 "d TJI /PRO350 FLOOR JOISTS @ 16" O.C. } S2.2 2 - - 1- LJ- L1...l- LJ- LI.J -L 1JL - - 11LJ- - L1l_ J 1IJLJ- l.: 1J111-1 -1 -L 1 1 I I I1 1 1 1 1 -- r - I I 1 1 ! 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A\ LL1 I , 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 J _ L I_LLJ_L1- 1 -LJ -L1 I - 1 1 ` r 1 1 ,,1 1 - 7 -T-1 -r T' i- r'T'7`I-'�` T'1 -r--I -1-T "l i""t- a r- I m_1. -- i--- i-- i----- - - - - -- -a Mil -- =M cv NW S2.2 W SIM. 8" WIDE FND. WALL 30" x 30" (MIN.) CRAWL SPACE ACCESS INSTALL ADOTIONAL 11 7/B "d TJI/PR0350 JOISTS EACH SIDE, USE 11 7/8 "d TJI/PR0350 6' -8" HEADER WITH SIMPSON ITT3511.88 HANGERS - t ` ' 16' -0" 28' -O" 16' -0" 60' -O" L NORWESCO MODEL No. 396037 FOUNDATION VENTS REVISED 10/4/02 Ii FOUNDATION 8e FLOOR FRAMING PLAN ,P SCALE: 1/8" = 1' -0" or` Y DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Engineering Division 129 North Second Street Yakima, Washington 98901 x!a e e+ (509) 575 -6111 • Fax 576 -6305 K. Wendell Adams, City Engineer ADDENDUM NO. 2 TO THE BID DOCUMENTS & SPECIFICATIONS FOR THE CITY OF YAKIMA, WA for VISITOR INFORMATION CENTER GATEWAY TO WINE COUNTRY 101 North Fair Avenue City Project No. 1936 Federal Contract No. STPE- 1485(017) REVISED BID OPENING: October 24th, 2:00 p.m., City Hall Council Chambers TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The Bid & Contract Documents shall be modified as follows: ITEM 1. New Bid Opening Date and Time The Bid Opening has been changed to Thursday October 24th, 2:00 p.m. Bid submittals must be received by the Yakima City Clerk by the date and time above. ITEM 2. Water and Sewer location clarification: Plan Sheet C1.1 Water and Sewer locations are shown on Plan Sheet C1.1 ITEM 3. Foundation Concrete Strength clarification: Plan Sheet S2.1 For foundation concrete strength, refer to structural notes on sheet S2.1 ITEM 4. Water /Cement ratio clarification: Plan Sheet S2.1 For foundation water /cement ratio, refer to structural notes on sheet S2.1 ITEM 5. Stone Veneer Exposure clarification: Plan Sheet A6.1 Stone veneer extends down below finish floor elevation 19" per sheet A6.1 Addendum 2 Page 1 of 18 10/22/02 ITEM 6. Exterior Trellis Columns clarification: Plan Sheet A10.6 Exterior trellis columns are 6x6 wood columns per page A10.6. ITEM 7. Exterior Trellis Structure Foundation: Additional Detail - Concrete Supports for Exterior Trellis Add the attached one (1) 8 1 /2 x 11 Detail Sheet labeled "Concrete Supports for Exterior Trellis, Attachment A" to the contract documents. Contractor shall provide concrete support columns per "Attachment A ". All columns shall have a concrete foundation pier except at concrete walks. ITEM 8. EIFS System: Plan Sheet A5.1 On Plan Sheet A5.1, delete the note for EIFS system. Exterior finish shall be stucco with the exception of window trim header details are to be a framed built -up material for EIFS material to achieve dimensions and look indicated on drawings. ITEM 9. Part III - Technical Specifications: Section 15500 Mechanical Replace all of section 15500 with the update and attached Section 15500 Mechanical of this • Addendum. Section 16600 Electrical Replace all of section 16600 with the update and attached Section 16600 Electrical of this Addendum. ITEM 10. Part III - Technical Specifications: Section 15500 Mechanical Replace all of section 15500 with the updated and attached 3 pages dated 10/22/02, Section 15500 Mechanical, to this Addendum. Section 16600 Electrical Replace all of section 16600 with the updated and attached 3 pages dated 10/22/02, Section 16600 Electrical, to this Addendum. Addendum 2 Page 2 of 18 10/22/02 ITEM 11. Part III - Technical Specifications: Add the following new section: Section 10160 Toilet Compartments Add this new Section 10160 with the attached 4 pages dated 10/22/02 of this Addendum. Add the following new section: Section 10800 Toilet Accessories Add this new Section 10800 with the attached 4 pages dated 10/22/02 of this Addendum. This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specification. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. APPROVED: 4 __ .4 Ai" 1,) / / 42 . i, I K. Wendell ems,P ' Date City Engineer * END OF ADDENDUM NO. 2 Addendum 2 Page 3 of 18 10/22/02 Attachment -A- Sketch for foundation detail of Trellis Structure. Typical at non - sidewalk locations. a dd C, 44440 u p„, 6,x4 eAf AsiF 642-pm ,14 Fyn am a N (a)MoS gltit Li° - '� f T1014 Pruck Pao brit _f_eM4 11 _ AL ° Car, cr ft- 50 • OivtS 402. EX 21 2492 1.1 ;T S tez Addendum 2 Page 4 of 18 10/22/02 Revised 15500 -16600 specifications Replaced Page 247 through 251 SECTION 15500 - MECHANICAL PART ONE - GENERAL 1.01 GENERAL PROVISIONS: General: 1. Provide a complete HVAC system for the proposed project 1.02 GENERAL SCOPE OF WORK: The work consists of the design, and installation of all mechanical work as identified on the contract drawings and as described herein. Work includes schematic design documents, design development documents, construction documents, specifications, field investigation, calculations, energy analysis, permits, mechanical labor, material, construction, coordination, documentation, testing, commissioning, training, record drawings, start -up and warranty for all mechanical systems and mechanical work. A. It shall be the responsibility of the mechanical contractor to engineer, design and install a complete mechanical system, including all HVAC, plumbing, fire protection and piping systems, for this building, together with all equipment and installations hereinafter specified. B. Design shall comply with all applicable codes, as well as the requirements of all jurisdictional agencies. Provide coordination and documentation as required to satisfy agency needs and requirements. Coordination with owner requirements and approvals by the owner are a requirement of this contractor. C. Installed systems shall perform in accordance with the performance criteria as stated herein. These specifications are designed to set the minimum standard of quality for materials and /or products. This section is a part of each Division 15 section. 1.03 DESCRIPTION OF WORK: A. General Provide Heating, Ventilation, and Air Conditioning (HVAC) for noted areas as indicated below. 1. Heating, Ventilation and Air Conditioning a. Provide heating, ventilation and air conditioning systems for the facility. b. Provide toilet exhaust for each restroom and the kitchenette. c. Comply with energy code, building code and mechanical code requirements and provide all work required to comply with agency requirements. Addendum 2 Page 5 of 18 10/22/02 1.04 SCOPE OF WORK: A. Mechanical Contractor Responsibilities Shall Include But Not Be Limited To The Following: 1. The mechanical contractor shall maintain the responsibility for the design of the mechanical systems. Design and construction responsibilities shall include: a. Design and Provide HVAC systems including controls. b. Preparation of Mechanical Schematic Design Documents, Design Development Documents, Construction Documents, Shop Drawings, Division 15 Specifications, and Product Submittals. c. Energy code analysis and compliance documentation including building envelope analysis. d. Agency reviews and coordination. e. Mechanical system commissioning. f. Reproducible as -built drawings. 2. Engineering Calculations: Final calculations for HVAC system sizing shall be submitted for Project Manager and Owner review, in conjunction with the 100% contract Document submittal. 3. Site Visit Visit the site so as to verify site conditions prior to bid. 4. Provide Gas Service to the Building and Pay For All Associated Costs and Fees From Cascade Natural Gas Co. 1.05 DESIGN DOCUMENTATION A. General It shall be this Contractor's responsibility to familiarize himself with the building design, including Owner representative, Structural, Electrical, Landscape and Site Drawings and to provide all required mechanical work in support of the building design. Contractor shall identify and resolve all conflicts. B. Schematic Design Phase 1. Sizing requirements for mechanical shafts and ceiling clearance requirements. 2. Schematic HVAC system layout showing major equipment locations, duct routing and zoning. 3. Block load heat gain /loss calculations. 4. Catalog data describing major equipment. C. Construction Document Phase 1. HVAC system layout showing the design in detail, sufficient for construction. 2. System description with control system sequence of operation. 3. Description and pricing for recommended spare parts. 4. Design and coordination submittals as required by the Owner. 1.06 COMMISSIONING Addendum 2 Page 6 of 18 10/22/02 A. Provide system commissioning for all mechanical systems, including start up, testing and system performance verification. The goal is: 1. To reduce construction deficiencies so that the contractor can provide the Owner with systems that function as designed, and 2. To increase the Owner /operator familiarity with the operation of these systems. B. Mechanical system performance shall be observed and tested by the Owner representative and owner's representatives. C. Balance air quantities to plus or minus five percent of design. D. Furnish Project Manager and Owner with copies of air conditioning equipment start up sheets showing equipment has been checked out in accordance with manufacturer's recommendations. 1.07 CODES AND STANDARDS: A. Conform to all code and agency requirements. As a minimum, the design shall conform to the following codes and standards: 1. Uniform Building Code 2. Uniform Mechanical Code 3. Uniform Plumbing Code 4. Uniform Fire Code 5. Local Department of Health 6. National Fire Protection Association (NFPA) 7. Washington Industrial Safety & Health Act (WISHA) 8. Washington State Energy Code 9. National Electric Code 10. ASHRAE Standards (including acoustical) 11. Latest edition of SMACNA B. Comply with the code edition adopted by the local building department and agencies. In addition, comply with all local codes, amendments and standards. If any conflict exists between codes, amendments, standards or the specifications the more rigorous interpretation shall apply. 1.08 HVAC DESIGN GUIDELINES: Any deviation from the following criteria shall be approved by the Owner representative in writing prior to the completion of design development documents. A. General Design Temperatures: HEATING COOLING Outside Air Drybulb Temperature Per local practice Outside Air Wetbulb Temperature Per local practice Inside Air Drybulb Temperature 72 F 75 F END OF SECTION 15500 Addendum 2 Page 7 of 18 10/22/02 SECTION 16000 - ELECTRICAL PART ONE - GENERAL 1.01 GENERAL PROVISIONS: General: 1. Provide a complete electrical system for the proposed project. 1.02 GENERAL SCOPE OF WORK: A. The work consists of the design, and installation of all electrical work as identified on the contract drawings and as described herein. Work includes schematic design documents, design development documents, construction documents, specifications, field investigation, calculations, energy analysis, permits, electrical labor, material, construction, coordination, documentation, testing, commissioning, training, record drawings, start -up and warranty for all electrical systems and work. B. It shall be the responsibility of the electrical contractor to engineer, design and install a complete electrical system, including all circuits and wiring devices for this building, together with all equipment and installations hereinafter specified. C. Design shall comply with all applicable codes, as well as the requirements of all jurisdictional agencies. Provide coordination and documentation as required to satisfy agency needs and requirements. Coordination with owner requirements and approvals by the owner are a requirement of this contractor. D. Installed systems shall perform in accordance with the performance criteria as stated herein. These specifications are designed to set the minimum standard of quality for materials and /or products. This section is a part of each Division 16 section. 1.03 DESCRIPTION OF WORK: A. General 1. Provide all electrical work for all electrical systems and equipment, including temporary electrical service. 2. Provide all U.L. or F.M. approved equipment, including but not limited to, conductors, conduit, receptacles, wiring devices, light fixtures, ballasts, circuits and breakers, junction boxes, hangers, and anchors. 3. Coordinate building code, electrical code, and energy code requirements and provide all work required to comply with agency requirements. 4. Identify all circuits at panel board. 1.04 SCOPE OF WORK: A. Electrical Contractor Responsibilities Shall Include But Not Be Limited To The Following: Addendum 2 Page 8 of 18 10/22/02 1. The electrical contractor shall maintain the responsibility for the design of the electrical systems. Design and Construction Responsibilities shall include: a. Design and Provide electrical systems including service and connection requirements. b. Preparation of electrical Schematic Design Documents, Design Development Documents, Construction Documents, Shop Drawings, Division 16 Specifications, and Product Submittals. c. Code compliance and documentation. d. Agency reviews and coordination. e. Electrical system commissioning. f. Reproducible as -built drawings. g. Coordinate with other trades, including HVAC Contractor, and provide electrical power and connections. 2. Panel Load Calculations: Final calculations for panel load sizing shall be submitted for Project Manager and Owner review, in conjunction with the 100% contract Document submittal. 3. Site Visit Visit the site so as to verify site conditions. 4. Provide electrical service from Pacific Power and Light Co. to the building and pay for all the associated costs and fees from PP &L, including those costs and fees for the temporary electrical service. 1.05 DESIGN DOCUMENTATION A. General It shall be this Contractor's responsibility to familiarize himself with the building design, including Architectural, Structural, Mechanical, Landscape and Site Drawings and to provide all required electrical work in support of the building design. Contractor shall identify and resolve all conflicts. B. Schematic Design Phase 1. Sizing requirements for panels and conductors, and space requirements for electrical equipment. Provide 6 -8 spare circuit spaces for future electrical load. 2. Schematic electrical system layout showing major equipment locations and conductor routing for all lighting, wiring devices, and equipment. 3. Schematic level coordination as required by the Owner representative. 4. Catalog data describing major equipment. C. Construction Document Phase 1. Electrical system layout showing the design in detail, sufficient for construction. 2. Major component and system and controls description. 3. Description and pricing for recommended spare parts. 4. Design and coordination submittals as required by the Owner. Addendum 2 Page 9 of 18 10/22/02 1.06 COMMISSIONING A. Provide system commissioning for all electrical systems, including start up, testing and system performance verification. The goal is: 1. To reduce construction deficiencies so that the contractor can provide the Owner with systems that function as designed, and 2. To increase the Owner /operator familiarity with the operation of these systems. A. Electrical system performance shall be observed and tested by the Owner's representatives. B. Furnish Owner with copies of manufacture's literature on specifications, operations, and maintenance of major components. 1.07 CODES AND STANDARDS: A. Conform to all code and agency requirements. As a minimum, the design shall conform to the following codes and standards: 1. Uniform Building Code 2. Uniform Fire Code 3. Local Department of Health 4. National Fire Protection Association (NFPA) 5. Washington Industrial Safety & Health Act (WISHA) 6. Washington State Energy Code 7. National Electric Code (NEC) 8. ASHRAE Standards (including acoustical) B. Comply with the code edition adopted by the local building deparlinent and agencies. In • addition, comply with all local codes, amendments and standards. If any conflict exists between codes, amendments, END OF SECTION 16000 Addendum 2 Page 10 of 18 10/22/02 SECTION 10160 - TOILET COMPARTMENTS PART1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to work of this Section. 1.02 SUMMARY A. This Section includes but is not limited to stock, manufactured toilet compartments. B. Types of toilet partitions and urinal screens include: 1. Solid Plastic Polymer Resin. C. Styles of toilet partitions include: 1. Heavy -Duty Floor- anchored partitions with floor and ceiling supported corner posts. D. Toilet Accessories such as toilet paper holders, grab bars, are specified in another Division 10 Section. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's detailed technical data for materials, fabrication, and installation, including catalog cuts of anchors, hardware, fastenings, and accessories. 1. After review and approval, submit catalog cut information (only) to Architect. B. Samples: Submit full range of color samples for each type of unit required. Submit 6" square samples of each color and finish on same substrate to be used in work, for color verification after selections have been made. 1. After review and approval, submit to Architect. 1.04 QUALITY ASSURANCE A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication where possible, to ensure proper fitting of work. However, allow for adjustments within specified tolerances where ever taking of field measurements before fabrication might delay work. B. Coordination: Furnish inserts and anchorages which must be built into other work for installation of toilet partitions and related work; coordinate delivery with other work to avoid delay. Addendum 2 Page 11 of 18 10/22/02 PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide products of one of the following: 1. Accurate Partitions Corp. 2. Capital Partitions, Inc. Polypro Plus. 3. Global Steel Products Corp. 4. Sanymetal Products Co. 5. Comtec Industries - Designer Series. 2.02 MATERIALS A. General: Provide materials which have been selected for surface flatness and smoothness. Exposed surfaces which exhibit pitting, seam marks, roller marks, stains, discoloration, telegraphing of core material, or other imperfections on finished units are not acceptable. B. Solid Plastic Polymer Resin: High - density polyethylene (HDPE) with homogenous color throughout. Provide material not less than 1-inch thick with seamless construction and eased edges. 1. Complying Example: "Poly -Pro Plus ". C. Pilaster Shoes: ASTM A 167, Type 302/304 stainless steel, not less than 3" high, 20 gauge, finished to match hardware. D. Brackets: Manufacturer's heavy -duty continuous "U" channel design for attaching panels to walls and pilasters, anodized aluminum. E. Hardware and Accessories: Manufacturer's heavy -duty design, operating hardware and accessories of anodized aluminum. F. Anchorages and Fasteners: Manufacturer's heavy -duty exposed fasteners of stainless steel, chromium- plated steel, or brass finished to match hardware, with theft - resistant type heads and nuts. For concealed anchors, use hot -dip galvanized, cadmium- plated, or other rust - resistant protective- coated steel. 2.03 FABRICATION A. General: Furnish heavy -duty doors, panels, and pilasters fabricated for partition system, unless otherwise indicated. Furnish units with cutouts, drilled holes, and internal reinforcement to receive partition- mounted hardware, accessories, and grab bars, as indicated. Addendum 2 Page 12 of 18 10/22/02 1. Supports to wall and door hinges shall be continuous type. B. Doors Dimensions: Unless otherwise indicated, furnish 24" wide in swinging doors for ordinary toilet stalls and 32" wide (clear opening) out swinging doors at stalls equipped for use for accessibility. C. Toilet Partitions: 1. Overhead Braced Floor- Anchored Toilet Partitions: Furnish galvanized steel anchorage devices, complete with threaded rods, lock washers, and leveling adjustment nuts at pilasters, to permit structural connection at floor. Furnish shoe at each pilaster to conceal anchorage. Make provisions for setting and securing continuous aluminum overhead bracing tube at top of each pilaster. a. Floor -To- Ceiling Corner Post: Furnish pilaster post not less than 1 inch in thickness, of same construction and finish as toilet partitions. Furnish galvanized steel anchorage devices, complete with threaded rods, lock washers, and leveling, adjusting nuts at pilasters, to permit structural connection to floor and to structural support above finished ceiling. Furnish devices which are designed to support pilaster post from structure without transmitting load to ceiling finish. Furnish 3 inch high stainless steel top trim piece and bottom shoe, finished to match hardware at the end of each pilaster post, to conceal anchorage. 2. Hardware: Furnish hardware for each compartment to comply with ANSI A117.1 for handicapped accessibility and, as follows: a. Hinges: Heavy -duty aluminum, continuous, 500 series. b. Latch and Keeper: Recessed latch unit, designed for emergency access, with combination rubber -faced door strike and keeper. c. Coat Hook: Manufacturer's standard unit, combination hook and rubber -tipped bumper, sized to prevent door hitting mounted accessories. d. Door Pull: Manufacturer's heavy -duty unit for out -swing doors. 2.04 FINISH A. Color: Provide color from manufacturer's standard colors and designer series in each room, as indicated or, if not indicated, as selected by Architect. 1. Capitol "Poly -Pro Plus ": 16 Colors including "Series 3300 ". 2. Comtec "Standard Series 5200" and "Designer Series D400 ": 21 Colors Addendum 2 Page 13 of 18 10/22/02 PART 3 EXECUTION 3.01 INSTALLATION A. General: Comply with manufacturer's recommended procedures and installation sequence. Install partitions rigid, straight, plumb, and level. Provide clearances of not more than 1/2" between pilasters and panels, and not more than 1" between panels and walls. Secure panels to walls with not less than two stirrup brackets attached near top and bottom of panel. Locate wall brackets so that holes for wall anchorages occur in masonry or tile joints. Secure panels to pilasters with not less than two stirrup brackets located to align with stirrup brackets at wall. Secure panels in position with manufacturer's recommended anchoring devices. 1. Replace damaged panels prior to installation. Replace non - conforming panels prior to installation. B. Floor- Anchored, Overhead - Braced: Set pilaster units with anchorages having not less than 2" penetration into structural floor, unless otherwise recommended by partition manufacturer. Level, plumb, and tighten installation with devices furnished. Hang doors and adjust so that tops of doors are level with tops of pilasters when doors are in closed position. 3.02 ADJUST AND CLEAN A. Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set hinges on in swinging doors to hold open approximately 30 degrees from closed position when unlatched. Set hinges on out swinging doors (and entrance swing doors) to return to fully closed position. B. Clean exposed surfaces of partition systems using materials and methods recommended by manufacturer, and provide protection as necessary to prevent damage during remainder of construction period. 1. Repair damaged panels to satisfaction of the Architect. Remedy for repair of damaged panels not acceptable is replacement. END OF SECTION 10160 Addendum 2 Page 14 of 18 10/22/02 • SECTION 10800 - TOILET ACCESSORIES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to work of this Section. 1.02 SUMMARY A. This Section includes but is not limited to: 1. Sanitary Napkin Dispenser. 2. Sanitary Napkin Disposal. 3. Fixed mirrors. 4. Grab Bars. 5. Paper towel dispensers. 6. Soap dispensers. 7. Toilet tissue dispensers. 8. Toilet seat cover dispensers. 1.03 RELATED SECTIONS A. Related Sections: Sections that are related to this Section include but are not limited to the following: 1. Division 7 Section, "Joint Sealants ". 2. Division 10 Section, "Toilet Partitions ". PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide toilet accessories by one of the following: 1. Bobrick Washroom Equipment, Inc. 2. Bradley Corporation (Design Standard) 3. American Specialties, Inc. Addendum 2 Page 15 of 18 10/22/02 2.02 MATERIALS, GENERAL A. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, .034 -inch (22 -gage) minimum thickness, unless otherwise indicated. B. Sheet Steel: Cold- rolled, commercial quality ASTM A 366, .040 -inch (20 -gage) minimum, unless otherwise indicated. Surface preparation and metal pre- trealutent as required for applied finish. C. Galvanized Steel Sheet: ASTM A 527, G60. D. Chromium Plating: Nickel and chromium electro- deposited on base metal, ASTM B 456, Type SC 2. E. Galvanized Steel Mounting Devices: ASTM A 153, hot -dip galvanized after fabrication. F. Fasteners: Screws, bolts, and other devices of same material as accessory unit or of galvanized steel where concealed. 2.03 GRAB BARS (Bradley No. 059 and 001, or approved) A. Stainless Steel Type: Provide grab bars with wall thickness not less than 18 gage (.050 inch) as indicated and as follows: 1. Mounting: Concealed, manufacturer's standard flanges and anchorages. 2. Clearance: 1 -1/2 inches clearance between wall surface and inside face of bar. 3. Gripping Surfaces: Smooth, satin finish. 4. Heavy -duty Size: Outside diameter of 1 -1/2 inches. 2.04 SANITARY NAPKIN VENDOR(Bradley No. 426, or approved) A. General: Fabricate cabinet of Type 304 stainless steel with exposed surfaces in Architectural Satin Finish, not less than 22 gage (.034 inch), all welded construction. Provide door of seamless stainless steel, minimum 18 gage (.050 inch), with returned edges and equipped with tumbler lockset. Provide identification reading "Napkins" and "Tampons" at coin slots; brand name advertising is not allowed. Capacity not less than 30 napkins and 22 tampons. 1. Mounting: Surface - mounted type. 2. Operation: 50 -cents double coin operation, with locked coin box keyed separately from door and other accessory units. 2.05 SANITARY NAPKIN DISPOSAL UNITS (Bradley No. 4781 - 15, or approved) A. Surface - Mounted Type: Fabricate of stainless steel with seamless exposed walls, tightly self - closing top cover and hinged bottom panel with continuous stainless steel piano hinge secured by tumbler lock. Addendum 2 Page 16 of 18 10/22/02 2.06 MIRROR UNITS A. General: Stainless Steel Framed Mirror Units: Fabricate 5/8 inch x 5/8 inch frame with angle shapes of not less than 18 gage (.050 inch), with square corners mitered, welded, and ground smooth. Provide in No. 4 satin polished finish. 1. Mirror Glass: Clear laminated safety glass, 1/4 -inch thick with silver coating, copper protective coating, and non- metallic paint coating complying with FS DD. -M -411, guaranteed against silver spoilage for 15 years. 2.07 PAPER TOWEL DISPENSERS (James River JR5C510 or approved) A. General: Fabricate of stainless steel with hinged front equipped with tumbler lockset for mounting type listed below. Unit sized to dispense universal roll towel. Lever - operation with adjustable preset towel lengths per stroke. 1. Surface - Mounted Type (No. B2860): Concealed anchorage. 2. Semi- Recessed Type (No. B38616): For nominal 4 -inch wall depth. 2.08 TOILET TISSUE DISPENSERS (Bradley No. 5402, No. 5412, and No. 5422 or approved) A. Roll -In- Reserve Dispenser: Fabricate of stainless steel for mounting indicated below, sized to store and dispense 4 -1/2" diameter core tissue rolls, with reserve roll placed in service by automatic release or by action of manual release bar. Hinge front of unit with pivot hinge and secure with tumbler lockset. 1. Mounting ( #5412): Semi- recessed for nominal 4" wall depth. 2. Mounting ( #5402): Surface - mounted, concealed anchorage. 3. Mounting ( #5422): Partition- mounted, designed to service two adjacent toilet compartments, 2 rolls for each. 2.09 SOAP DISPENSERS (Bradley No. 6542 and 6562 or approved) A. Liquid Soap Dispenser, Horizontal and Vertical Tank Type, as indicated: Fabricate for surface mounting, sized for 40 fl. oz. minimum capacity. Provide stainless steel piston, springs, and internal parts designed to dispense soap in measured quantity by pump action. Provide cover type 304 stainless steel in #4 finish, with unbreakable window -type refill indicator. 1. Equip unit with push type valve for dispensing soap in lather form. 2.10 SEAT COVER DISPENSERS (Bradley No. 5831, or approved) A. Surface - Mounted Type: Fabricate of stainless steel with concealed opening at bottom for filling; one piece door secured with full length piano hinge and tumbler lockset; capacity of not less than 250 seat covers. B. Provide one (1) unit above each watercloset. Addendum 2 Page 17 of 18 10/22/02 2.11 FABRICATION A. General: No names or labels are permitted on exposed faces of toilet and bath accessory units. On either interior surface not exposed to view or on back surface, provide identification of each accessory item by either a printed, waterproof label or a stamped nameplate indicating manufacturer's name and product model number. B. Surface - Mounted and Semi- Recessed Toilet Accessories, General: Except where otherwise indicated, fabricate units with tight seams and joints, exposed edges rolled. Hang doors or access panels with continuous stainless steel piano hinge. Provide concealed anchorage wherever possible. 1. Sharp edges and corners will not be accepted. Unit shall be removed and replaced. C. Framed Mirror Units, General: Fabricate frames for glass mirror units to accommodate glass edge protection material. Provide mirror backing and support system that will permit rigid, tamperproof glass installation and prevent accumulation of moisture as follows: 1. Provide galvanized steel backing sheet, not less than 22 gage (.034 inch) and full mirror size, with nonabsorbent filler material. Corrugated cardboard is not an acceptable filler material. D. Mirror Unit Hangers: Provide system of mounting mirror units that will permit rigid, tamperproof, and theft -proof installation, as follows: 1. Heavy -duty wall brackets of galvanized steel, equipped with concealed locking devices requiring special tool to remove. PART 3 EXECUTION 3.01 INSTALLATION A. Install toilet accessory units in accordance with manufacturers' instructions, using fasteners appropriate to substrate and recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations and at heights indicated. B. Secure mirrors to walls in concealed, tamperproof manner with special hangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated, in accordance with manufacturer's instructions for type of substrate involved. 3.02 ADJUSTING AND CLEANING A. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or defective items. B. Clean and polish all exposed surfaces in strict accordance with manufacturer's recommendations after removing temporary labels and protective coatings. END OF SECTION 10800 Addendum 2 Page 18 of 18 10/22/02 City of a ma Engineering Division VISITOR INFORMATION CENTER GATEWAY TO WINE COUNTRY 101 North Fair Avenue City Project No. 1936 FEDERAL CONTRACT NO. STPE- 1485(017) �` pF FASHI, ' Q ` �' et_ Ad R 29619 -ASTER SSI ONAL EXPIRES 11/17/2003 Construction Contract Specifications & Bid Documents October 2002 2 • Visitors Center - Wine Country.doc 3 CONTENTS CITY OF YAKIMA VISITOR INFORMATION CENTER GATEWAY TO WINE COUNTRY 101 North Fair Avenue City Project No. 1936 FEDERAL CONTRACT NO. STPE- 1485(017) PART I BIDDING AND GENERAL REQUIREMENTS (DIVISION 0) 00010 Invitation to Bid 00100 Instructions to Bidders 00200 Bidder's Checklist 00300 Proposal Form Item Proposal Bid Sheet Proposal Alternates Sheet Proposal Signature Sheet Bid Bond Form Non - Collusion Declaration Non - Discrimination Provision Bidders Certification Subcontractor Certification 00500 Agreement Form (AIA A101 Reference) Performance Bond Form Informational Certificate of Insurance 00700 General Conditions (AIA A201 Reference) 00800 Supplementary General Conditions 00900 Special Project Conditions Minority and Women's Business Enterprise Policy Yakima City Council Resolution D -4816 Affirmative Action Plan 00950 Required Contract Provisions for Federal -Aid Construction Contracts Visitors Center - Wine Country.doc 4 ern ® H CONTRACT REQU 1CCMCNTC /Divi 90 r-pux1 11 Vvr 1 I�AV �w[vn��m�• v �v�aw 01010 Summary of Work 01027 Construction Schedule, Schedule of Values, Payments 01030 Basic Bids and Alternates 01035 Project Alteration Procedures (\'l n A n Project Coordination .,., V I v` r r o Coo UII Iation 01090 Applicable Standards and Definitions 01340 Submittals, Shop Drawings, Product Data & Samples 01341 Prevailing Wage Rates 01500 Temporary Facilities and Controls 01710 Cleaning 01720 Project Record Documents 01730 Operation and Maintenance Data 01740 Warranties and Bonds 01750 Contract Closeout PART III TECHNICAL SPECIFICATIONS Division 2: SITEWORK 02000 Civil Site Improvements Standard Specifications for Road, Bridge & Municipal Construction 02110 Site Clearing 02200 Earthwork n2511 Hot - Mixed Asphalt Paving 02520 Concrete Paving 02810 Underground Irrigation System Division 3: CONCRETE 03300 Concrete Division 4: MASONRY 04730 Artificial Stone Veneer Division 5: METALS 05500 Metal Fabrications Division 6: WOOD AND PLASTICS 06100 Rough Carpentry 06200 Finish Carpentry Visitors Center - Wine Country.doc 5 Division 7: THERMAL AND MOISTURE PROTECTION 07200 Insulation 07310 Composition Shingles (ALTERNATE BID) 07320 Roofing Tile (BASE BID) 07600 Flashing and Sheet Metal 07900 Joint Sealants Division 8: DOORS AND WINDOWS 08211 Doors (BASE BID / ALLOWANCE) 08710 Finish Hardware 08800 Windows (BASE BID / ALTERNATE BID) Division 9: FINISHES 09200 Stucco System 09250 Gypsum Drywall 09512 Acoustical Ceiling Systems 09650 Resilient Flooring 09680 Carpeting 09900 Painting Division 10: SPECIALTIES 10425 Signs Division 11: SPECIAL CONSTRUCTION (NOT APPLICABLE) Division 12: FURNISHINGS 12300 Cabinets and Casework Division 13: SPECIAL CONSTRUCTION (NOT APPLICABLE) Division 14: CONVEYING SYSTEMS (NOT APPLICABLE) Division 15: MECHANICAL 15500 Mechanical Division 16: ELECTRICAL 16000 Electrical PART IV PLANS, DETAILS, DRAWINGS Visitors Center - Wine Country.doc 6 Visitors Center - Wine Country.doc PART BIDDING AND GENERAL REQUIREMENTS (DIVISION 0) 00010 Invitation to Bid 00100 Instructions to Bidders 00200 Bidder's Checklist 00300 Proposal Form Item Proposal Bid Sheet Proposal Alternates Sheet Proposal Signature Sheet Bid Bond Form Non - Collusion Declaration Non - Discrimination Provision Bidders Certification Subcontractor Certification 00500 Agreement Form (AIA A101 Reference) Performance Bond Form Informational Certificate of Insurance 00700 General Conditions (AIA A201 Reference) 00800 Supplementary General Conditions 00900 Special Project Conditions Minority and Women's Business Enterprise Policy Yakima City Council Resolution D -4816 Affirmative Action Plan 00950 Required Contract Provisions for Federal -Aid Construction Contracts 9 SECTION 00010 — INVITATION TO BID INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed proposals will be received by the undersigned City Clerk of the City of Yakima, Washington, up to the hour of 2:00 p.m. on October 23, 2002, and then be opened and publicly read for the construction of: VISITOR INFORMATION CENTER, GATEWAY TO WINE COUNTRY 101 NORTH FAIR AVENUE CITY OF YAKIMA PROJECT NO. 1936 FEDERAL CONTRACT NO. STPE- 1485(017) This project consists of the furnishing of all labor, materials, and equipment required for the construction of a new 1,680 square foot Visitor Information Center on North Fair Avenue near 1 -82 Exit 33A to Lincoln Avenue. This project includes building, parking lot and landscape construction including minor roadway widening, curb, gutter, sidewalk and lighting. Plans, Specifications, and bid forms are available from THE OFFICE OF THE CITY ENGINEER located at 129 North 2 " Street, Yakima, WA 98901, and may be obtained for a fee of $25.00 for each set, non- refundable. Informational copies of Plans and Specifications are on file for review at the office of the City Engineer in Yakima, WA, and at plan centers in Yakima and Kennewick, WA. A pre -bid conference will be held at Yakima City Hall CED Conference Room, Second Floor, 129 North 2 Street, Yakima, Washington, at 10:00 a.m. on October 16, 2002. The conference will include project discussion and the Affirmative Action Plan. Each bid or proposal must be accompanied by cash, bond, or a certified check, payable to the order of the City Treasurer of the City of Yakima, for the sum of not less than 5% of said bid or proposal and none will be considered unless accompanied by such deposit, to be forfeited to the City of Yakima in the event the successful bidder shall fail or refuse to enter into a contract with the City for the making and construction of the aforesaid improvement. All bids or proposals must be in writing, sealed, and filed with the City Clerk on or before the day and hour mentioned. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000 -4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. The City reserves the right to reject any or all bids and proposals. DATED this 13th day of September 2002. Karen S. Roberts City Clerk PUBLISH: October 2, 2002 October 9, 2002 Visitors Center - Wine Country.doc 10 • Visitors Center - Wine Country.doc 11 SECTION 00100 - INSTRUCTIONS TO BIDDERS CONSIDERATIONS To be considered, Bids must be made in accordance with these Instructions to Bidders. DOCUMENTS Prime bidders may obtain documents from the City of Yakima for a non - refundable charge of $25.00 per set. Make checks payable to the City of Yakima. Incomplete, partial, or single -page copies will not be issued. Bidding Documents include the Bidding Requirements and the proposed Contract Documents. The Bidding Requirements consist of the Instructions to Bidders, the Bid Form and other sample contract forms. The proposed Contract Documents consist of the Conditions of the Contract (General, Supplementary and other Conditions), Drawings and Details, Specifications and Schedules, and all Addenda issued prior to execution of the Contract. DIVISION OF SPECIFICATION PACKAGES The Work of this Contract consists of the furnishing of all labor, materials, and equipment required for the construction of a new 1,680 square foot Visitor Information Center on North Fair Avenue near 1 -82 Exit 33A to Lincoln Avenue. This project includes building, parking lot and landscape construction including minor roadway widening, curb, gutter, sidewalk and lighting. Work on this Project shall be governed by the specifications and provisions included in Section 00700 GENERAL CONDITIONS, and Section 02000 - CIVIL SITE IMPROVEMENTS. In cases of conflict, the provisions of Section 02000 shall prevail. 1.01 DEFINITIONS A. Bidding Documents include the Advertisement for Bids, Instructions to Bidders, the Proposal Form, other bidding requirements as indexed, and the proposed Contract Documents including any Addenda issued prior to the bid date. B. Contract Documents proposed for the Work are as defined in the General Conditions (AIA Document A -201) as modified by the Supplementary General Conditions. C. All definitions set forth in the General Conditions and in other parts of the Contract Documents apply to the Bidding Documents. D. Addenda are written or graphic instruments issued by the Architect prior to execution of the Contract, which interpret or modify the Bidding Documents. E. A Bid is a complete and properly executed proposal to do the Work or designated portion thereof for the sums stipulated therein. To be valid Bids must be submitted in accordance with Bidding Documents requirements. F. A Bidder or "Bonafide Bidder" is a person or entity who submits a Bid. G. A Sub - bidder is a person or entity who submits a bid to a Bidder for materials, labor or services for a portion of the Work. 1.02 INSPECTION OF.SITE AND DOCUMENTS A. Bidders shall carefully examine site and documents to obtain first -hand knowledge of existing conditions. No extra payments will be considered for conditions that can be determined by examining the site and documents. Visitors Center - Wine Country.doc 12 B. The Contractor acknowledges that they have satisfied themselves as to the nature and location of the work, the general and local conditions. C. Any failure by the Contractor to acquaint themselves with all the available information concerning these conditions will not relieve them from the responsibility of estimating properly the difficulty or cost of successfully performing the work. D. Carefully review state requirements for consideration of bids, wage scale minority employment, nondiscrimination cause, Contractor registration, kickbacks, offshore items, form of agreement and payment and investment of retainage. RCW regulations are available for inspection at the Architects office during regular business hours. 1.03 PRE - BID CONFERENCE A. A meeting for all parties interested in bidding on the project will be held at the date, time and place indicated in the Invitation to Bid. Attendance is mandatory for all bidders and sub - bidders interested in submitting bid(s) on the project or a portion thereof. Representatives of the Design Team and representatives of the Owner will be present to conduct the meeting, to answer questions, and to participate in a tour of the project site. All interested parties are advised to attend. 1.04 INTERPRETATION OF THE DOCUMENTS A. Submit to the Architect's office a written request for an interpretation of any part of the Drawings, Specifications, or Bid Documents that may be in question. B. Interpretation will be made by Addendum duly issued, and a copy of such Addendum will be mailed to each person receiving a set of the documents. C. The Owner will not be responsible for any other explanation of the proposed documents. D. All Addenda issued during time of bidding will be incorporated into the Contract. 1.05 DISCREPANCIES AND OMISSIONS A. Discrepancies,. errors, inconsistencies, or omissions shall be called to the attention of the Architect prior to the time of bidding and will be handled in the form of Addenda. B. No Addenda will be issued later than one day before the date for the receipt of Bids except an Addendum withdrawing the request for bids or one that includes postponement of the bid date. C. Bidders are responsible for informing their sub - bidders of pertinent Addenda provisions. D. Each Bidder is responsible for determining that they have received all Addenda prior to submitting • their Bid, and receipt shall be acknowledged on the Bid Form. Failure to do so may, at the discretion of the Owner, result in the disqualification of the bidder by declaring the bid non- responsive. 1.06 BIDDING PROCEDURES A. Bids shall be submitted on a copy of the Proposal Form and other applicable documents included with the bidding documents. Bidders shall submit one (1) copy of each of these executed forms. B. Fill in all blanks on each Form by typewriter or legibly in ink. Where indicated, express sums in both words and figures. In case of a discrepancy, the amount written in words shall govern. In the event the figures are Illegible an..Ior u nreadahle, the O wner m a y r th bid If figures are only requested, the bidder may, at their discretion, express the sums in both words and figures. C. The Documents invites bids on definite categories of the Drawings and Specifications. Only the amounts and information asked for on the Proposal will be considered as the bid. D. No bid will be accepted unless signed in writing by the Bidder or their authorized agent. Visitors Center - Wine Country.doc 13 E. Any modification or erasure on the Proposal Form must be initialed by the Bidder. F. Provide any other miscellaneous information as requested on the Proposal Form. Failure to provide requested information may, at the Owner's discretion, be the basis for disqualifying a Bidder. G. Bids shall include the costs of all Permits and Fees described in the Specifications, including the Plan Check Fee. H. Submit all forms required for evaluation by the owner. These forms have been published in yellow. 1.07 BID GUARANTEE (Refer to Bid Bond Form) A. Submit a cashier's check, or bid bond made payable to the Owner, for an amount equal to at least five percent (5 %) of the total amount of the Basic Bid with the bid. The successful Bidder's check or bond will be retained until they have entered into a satisfactory Contract and furnished a performance bond. B. The Owner reserves the right to hold the checks or bonds of the three lowest Bidders until the successful Bidder has entered into a Contract, and furnished a performance bond, or for a period of thirty (30) days, whichever is the shorter period. C. Bid bond shall be issued on surety company's form, or other acceptable document, properly executed and signed. D. Should the successful Bidder refuse or fail to enter into a Contract or fail to furnish required bonds within ten (10) days of notification of acceptance of his bid, the amount of the bid guarantee shall be forfeited to the Owner as liquidated damages, not as a penalty. E. Submission of Bids: 1. The executed Proposal Form, the bid guarantee and other required documents that are to be submitted with the bid shall be enclosed in a sealed opaque envelope addressed to the Owner. Identify the name of the project and the name and address of the Bidder. If the bid is sent by mail the sealed envelope shall be enclosed in a separate mailing envelope with the notation "sealed bid enclosed" thereon. 2. Deposit bids at the designated location prior to the time and date for receipt of bids indicated in the advertisement for bids or any extension thereof made by addendum. Bids received after the time and date for receipt of bids will not be considered. 3. All responsibility for timely delivery of bids to the designated location shall be assumed by the Bidder. 4. Oral, telephone facsimile, telegraphic bids, and bids in any medium other than the form required by the bidding documents will not be considered. 1.08 TAXES, PERMITS, FEES A. The bid sum and any agreed variations thereof shall include all taxes imposed by law, except only State and Local Sales Tax. The Contract Sum will include State and Local Sales Tax and the Sales Tax will be collected from the Owner and will be paid by the Contractor in conformance with the law. Contractor shall furnish proof of payment of all taxes required by law. B. Bid amounts and the Contract Sum shall include state building code fees, electrical connection fees, fees for inspections required by public authorities, temporary facilities costs, fees and use charges as specified in the Contract Documents. Visitors Center - Wine Country.doc • 14 1. Each entity is responsible for fees that the Department of Labor and Industries may charge for submission of any required prevailing wage rate affidavits. The entity is responsible for all fees resulting from any arbitration of disputes. 2. The City will be financially responsible for the City of Yakima Building Permit and City of Yakima Plan Review fees only. 1.09 MODIFICATION AND WITHDRAWAL A. Modification of Bids already received will be considered only if modification is made prior to scheduled closing time for receipt of Bids. Modifications must be made over signature of Bidder. Delivery of modifications is rac of Bidder. Withdrawal of Bids may be accomplished at any time prior to scheduled closing time for opening of bids. B. In the event a bidder discovers an error in its bid following the bid opening, the bidder may request to withdraw its bid under the following conditions: 1. Written notification is received by the Owner within 24 hours following the bid opening. 2. The bidder provides written documentation of the claimed error to the satisfaction of the Owner within 72 hours following the bid opening. C. The Owner will approve or disapprove the request for the withdrawal of the bid in writing. If the bidder's request is for withdrawal of its bid is approved, the bidder will be released from further obligation to the Owner without penalty. If it is disapproved, the Owner may retain the bidder's bid guarantee. 1.10 CONSIDERATION OF BIDS A. Bids received on time will be opened publicly and will be read aloud. B. The Owner shall have the right to reject any bids found not to be in conformance with bidding document requirements and to reject all bids. Further, the Owner may, by resolution, reject any and all bids and make further calls for bids in the same manner as the original call. The Owner reserves the right to waive any informalities. C. Notwithstanding paragraph B above, the Contract will be awarded by the Owner on the basis of the lowest responsible bid and /or as set forth in R.C.W. 43.19.1911. D. The contract will only become effective when signed by the Owner. Prior to the Owner's signature, any and all costs incurred shall be the sole responsibility of the bidder. 1.11 POST BID INFORMATION A. Contractor's Qualification Statement: 1. Bidders to whom award of a Contract is under consideration shall submit to the Architect, upon request, upon Bidders letterhead, a properly executed AIA Document A305, Contractor's Qualification Statement, within 5 days of notification. B. The Bidder will be required to establish to the satisfaction of the Architect and the Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the Work described in the Bidding Documents. C. Prior to the award of the Contract, the Architect will notify the Bidder if either the Owner or the Architect, after due investigation, has reasonable objection to any such proposed person or entity. The Bidder may, at his option, (1) withdraw their Bid, or (2) submit an acceptable substitute person or entity. The Owner may, at their discretion, accept the substitution or may consider the next low Bidder. In the event of either withdrawal or disqualification under the Subparagraph, bid security will not be forfeited, notwithstanding other provisions. Visitors Center - Wine Country.doc 15 D. Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable objection shall be used on the Work for which they were proposed and shall not be changed except with the written consent of the Owner. 1.12 SUBSTITUTIONS Bids shall be based upon the articles and materials named in the specifications. Substitutions for these articles and materials may be made as follows: A. Whenever a material, article, or piece of equipment is identified on the Drawings or Specifications by reference to brand name or catalog numbers, it shall be understood that this is referenced for the purpose of defining the performance or other salient requirements and that other products of equal capacities, quality and function may be considered. The Contractor may recommend the substitution of a material, article, or piece of equipment of equal substance and function for those referred to in the Contract Documents by reference to brand name or catalog number, and if, in the opinion of the Architect, such material, article, or piece of equipment is of equal substance and function to that specified, the Architect may approve its substitution and use by the Contractor. B. After the award of the Bid, any approved substitution to the Contract Documents shall be appropriately modified by Change Order. Request for the approval of substitutions after the award of the contract may be subject to additional fees for redesign by the Architect and /or Engineer(s). C. Substitutions that have been proposed and accepted will be listed in Addendum, as appropriate. However, the Contractor and the entity proposing the substitution warrants that if substitutes are included in the addendum, no major changes in the function or general design of the project will result. Changes or extra component parts required to accommodate the substitution will be made by the Contractor without a change in the Contract Price or Contract Time. 1.13 WAGE SCALE A. Contractors are required to pay prevailing wage scales in accordance with amendments to Chapter 39.12 RCW "Prevailing Wages on Public Works ", enacted in 1965 as Chapter 133 Laws Extraordinary Session RCW 29.12.040, requires that each Contractor and sub - Contractor of a Contractor or sub - Contractor file with the Department of Labor and Industries a Statement of Intent to Pay Prevailing Wages (F700- 029 -000, Rev. 3/95) before any payment on a public works Contract is made, to be followed at the conclusion of the project before release of the retained percentage, with the submission of an Affidavit of Wages Paid (F700- 007 -000, Rev. 12/94) for certification by the Director, Department of Labor and Industries. B. The Contractor shall comply fully with pertinent statutory provisions of Chapter 28A.85 RCW relating to affirmative action for public works projects. A copy of the Department of Labor and Industries Notice and Washington State Prevailing Wage Rates, effective November 12, 1997, is included immediately following this section, for reference purposes. C. Prevailing wage rates for work done in the project location, including fringe benefits as determined by the Supervisor of Industrial Relations, Department of Labor and Industries, as they apply to work under this Contract, shall be considered a part of the specification. Prevailing wage rates are available for inspection at the Department of Labor. D. Each Contractor is responsible for fees imposed for submission of prevailing wage rate affidavits. 1.14 EMPLOYMENT OF MINORITIES A. Contractors are required to take affirmative action to assure compliance with Title VII of the Civil Rights Act of 1964, Presidential Executive Order 11246, Chapter 49.60 RCW, the Washington State Law Against Discrimination and the Governor's Executive Order of January 30, 1970. Goals and requirements of this Act are available for inspection in the Washington State Human Rights Commission office. Visitors Center - Wine Country.doc 16 B. Bidders shall review and execute the Bidder's Certification" form and shall include this form with their bid. 1.15 NONDISCRIMINATION CLAUSE A. Contractor shall agree to fully comply with the following nondiscrimination clause in compliance with the provisions of Chapter 49.60 of the Laws of the State of Washington and Federal (-rile 29 CFR, Regulations (Title nle �y �.rl�, Pal � 30). 1. The Contractor will not discriminate against any employee or applicant for employment bec of race, creed, color, The Contractor l th because of � �+�. , VI VV4, vvivr, national u vrigii �, sex, or age. i i ac vvi ni at �,wr will ensure a that applicants are employed and that employees are treated during employment, without regard to their race, creed, color, national origin, sex or age. Such action shall include, but not be limited to the following: Employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training. 2. The Contractor will, in all solicitations for employees or job orders for employees placed with any employment agency, union, or other firm or agency, state that all qualified applicants will receive consideration for employment without regard to race, creed, national origin, sex, or age. The words "equal opportunity employer" in advertisements shall constitute compliance with this section. 3. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other Contract or understanding, a notice advising the said labor union or workers' representative of the Contractor's commitments under this section. 4. "The Contractor will include the provisions of the foregoing paragraphs in every subcontract or purchase order for the goods or services which are the subject matter of this Contract." B. "In the event of noncompliance by the Contractor with any of the nondiscrimination provisions of the Contract, the Contracting agency shall have the right at its option to cancel the Contract in whole or in part. If the Contract is canceled after part performance, the Contracting agency shall be obligated to pay the fair market value or the Contract price, whichever is lower, for goods or services which have been received and accepted." C. "Contractors shall comply with applicable provisions of Chapter 70.92 RCW relating to provisions for the aged and physically handicapped. [Statutory Authority: RCW 28A.47.830. 83 21 067 (Order 12 83), + 180 29 095, Filed 10/17/83]" 1.16 CONTRACTORS REGISTRATION A. Contractors to fully comply with the provisions of Chapter 49.28, 39.08, and 18.27 RCW relating to hour of labor, Contractors bond and registration of Contractors. 1.17 KICK BACKS A. Contractors shall comply with the Copeland "Anti Kick Back" Act (18 USC 874) as supplemented in Department of Labor Regulations (29 CFR, Part 3). 1.18 OFFSHORE ITEM A. Contractors are to fully comply with provisions of Chapter 39.25 R.C.W. relating to offshore items. Visit C - Wine Country.doc 17 1.19 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND A. Upon execution of the Contract, the Bidder shall furnish bonds by an approved bonding company covering performance of the Contract and the payment of all obligations arising thereunder in the form and amount prescribed in the documents. The cost of required bonds shall be included in the bid. B. The Bidder shall require the attorney -in -fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of his power of attorney. 1.20 CONSTRUCTION CONTRACT - FORM OF AGREEMENT A. In case the work of this Contract is awarded, the Owner and the successful Bidder shall execute a Contract in the forms included with these documents. Provisions for payments to the Contractor will be made per the requirements of the General and Supplementary Conditions and Division 1; and Section 01027 "Construction Schedule, Schedule of Values, Payments ". 1.21 FORM OF AGREEMENT & PAYMENT A. Provisions for payments to the Contractor will be made as specified in Section 00800 "Supplementary General Conditions ": 1. In accordance with RCW 60.28.010 as amended by Section 14, Chapter 260, Laws of 1981, First Extraordinary Session, a sum equal to five percent (5 %) of each Contractor's estimate shall be retained. 2. Final payment will be made within forty -five (45) days of written acceptance of the building by the Owner. Before retainage can be released, the submission of the Affidavits of Wages Paid must be made to the Director, Department of Labor and Industries for Certification. Contractor must comply with all requirements of the State of Washington Departments of Revenue, Employment Security, and Labor and Industries, relative to taxes and wages prior to payment of retainage. END OF SECTION 00100 Visitors Center - Wine Country.doc 18 Visitors Center - Wine Country.doc 19 Section 00200 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms which must be executed, as required, and submitted on the form bound in the Contract Documents: A. PROPOSAL The unit prices, extensions, and total amounts bid must be shown in the space provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. D. SUBCONTRACTOR LIST The form must be filled in. Failure to provide this information WILL NOT render the bid non - responsive. E. MBE/WBE FORM It is requested that the Bidder's Certification of the "Affirmative Action Profile" in the MBE/WBE Form be filled in and signed by the bidder. Failure to provide this information WILL NOT render the bid non - responsive. The following forms are to be executed after the Contract is awarded: A. CONTRACT This agreement to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his /her surety company. C. CERTIFICATE OF INSURANCE Refer to attached informational Certificate of Insurance and Additional Insured Endorsement in Section 00500. • Visitors Center - Wine Country.doc • • • 20 • Visitors Center - Wine Country.doc • 21 SECTION 00300 — PROPOSAL ITEM PROPOSAL BID SHEET • Yakima City Clerk Yakima City Hall 129 North 2 Street Yakima, Washington 98901 This certifies that the undersigned has examined the location of VISITOR INFORMATION CENTER, GATEWAY TO WINE COUNTRY 101 NORTH FAIR AVENUE CITY OF YAKIMA PROJECT NO. 1936 Federal Contract Number STPE - 1485(017) and that the Plans, Specifications, and Contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said Plans, Specifications, and Contract, for the following prices. rrEm AMOUNT NO. PROPOSAL ITEM UNIT DOLLARS 1 BASE BID LUMP # (Section 01030 - 1.03) SUM 1)Q OW= 2 ENTRY DOOR & HARDWARE FINISHES ALLOWANCE LUMP $3,500.00 ' (See Below) SUM 3 SPILL PREVENTION CONTROL PLAN LUMP • (Section 02000 - 1- 07.15) SUM O 4 REPAIR OR REPLACEMENT FORCE $1,000.00 (Section 02000 - 8 -30.5) ACCOUNT SUB TOTAL 97 WIC(> SALES TAX (7.9%) ; I ( i R. /0 TOTAL PROJECT BID I O � � , f( 1 * Allowance Item to be included in the Bid Proposal. The bidder shall bid the amount shown above for the Allowance Item with the understanding that the owner will work with the contractor through a • submittal process to keep these item costs at this cost level or less and to secure a complete project including these items after the submittal process. " The above TOTAL PROJECT BID Is the basis for award of this project. bplun Q so Q 1 1 .. ) t1► '. -(4u Visitors Center- WCountry.doc � - • 23 PROPOSAL ALTERNATES SHEET The following alternates shall be considered alternates to the TOTAL PROJECT BID and may or may not, at the Owner's discretion, be deducted from or added to the project without additional penalty of any kind to the owner. For detail of alternates, refer to Section 01300 of these specifications and drawings. FAILURE TO COMPLETE THIS ALTERNATE BID SECTION SHALL RENDER THE BID NON - RESPONSIVE ALTERNATE PROPOSAL ITEM UNIT AMOUNT DOLLARS 1 DEDUCT to provide composite shingle roofing LUMP .in lieu of tile roofing. _ SUM , '7 j %. 0 C) SALES TAX (7.9 %) : /7 (34, 3c DEDUCT ALTERNATE NO. 1 TOTAL : c )41 . ALTERNATE PROPOSAL ITEM UNIT AMOUNT DOLLARS 2 DEDUCT to provide vinyl windows in lieu of LUMP .wood clad windows. SUM 4 1, 200 . ( (� SALES TAX (7.9 %) : ( /6,79() DEDUCT ALTERNATE NO.2 TOTAL : ?, ALTERNATE PROPOSAL ITEM UNIT AMOUNT DOLLARS 3 ADD to provide casework at perimeter of entry LUMP .and reception area. SUM `J / ' O0 fx' SALES TAX (7.9 %) : ADD ALTERNATE NO. 3 TOTAL : g, ALTERNATE PROPOSAL ITEM UNIT AMOUNT DOLLARS 4 ADD to provide latticework at exterior elevations. SUM , (SO SALES TAX (7.9 %) : . c ADD ALTERNATE NO. 4 TOTAL : j , ( , ff , 4-ia ALTERNATE PROPOSAL ITEM UNIT AMOUNT DOLLARS DEDUCT to exclude the portion of the asphalt LUMP 5 .parking lot and asphalt drive lane along with SUM .associated gravel base: 4 6, ()( .(' ) SALES TAX (7.9 %) : '7:60 DEDUCT ALTERNATE NO. 5 TOTAL : ` 1.//4, O(:) ALTERNATE PROPOSAL ITEM UNIT AMOUNT DOLLARS 6 DEDUCT to exclude the Trellises on the north LUMP and west of the building SUM !D, /()().(T ) SALES TAX (7.9 %) '70 °tq(`) DEDUCT ALTERNATE NO. 6 TOTAL lj}, g q � l( * Oa 1.1a .d2 \ , .641 012. 144• Visitors Center - Wine Country.doc >Lti 25 PROPOSAL SIGNATURE SHEET Visitor Information Center, Gateway to Wine Country 101 North Fair Avenue . City Project Number # 1936 Federal Contract Number # STPE- 1485(017) Receipt is hereby acknowledged of addendum (s) No. 1 , 2 , & . The Bidder is hereby advised that by signature of this proposal, he /she is deemed to have acknowledged all requirements and signed all certificates herein. MSI Construction Inc. (Name of Bidders' Firm) (Signature of Authorized Official) Jim Kloster, General Manager (Print Name of above Authorized Official) * ** PROPOSAL MUST BE SIGNED * ** MSI Construction Inc. 1507 S. 18th Avenue • Yakima, TAR 98902 (Address) October 24 , 20 02 (Date) 509 - 457 -3634 • (Phone No.) 509 - 457 -2106 (Fax No.) MSICOI *0990E (Washington State Contractor's License Number) NOTE: (1) If the bidder is a co- partnership, so state, giving fimmi name under which business Is transacted. (2) If the bidder Is a corporation, this proposal must be executed by Its' duly authorized officials. (3) If no bid is submitted, kindly mark 'NO BID' and return to: Yakima City Clerk ' Yakima City Hall 129 North 2nd Street . Yakima, Washington 98901 Visitors Center - Wine Country.doc 27 BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ , which amount is not Tess than five percent (5 %) of the total bid. Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS: That we MSI Construction, Inc. , as Principal, and United States Fidelity and Guaranty Company , as Surety, are held and firmly bound unto the CITY OF YAKIMA, as Obligee, in the penal sum of Five percent of amount bid (5% of Bid) Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for VISITOR INFORMATION CENTER, GATEWAY TO WINE COUNTRY, 101 NORTH FAIR AVENUE, CITY OF YAKIMA PROJECT NO. 1936 according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a Contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, AND DATED THIS 23 DAY OF October , 20 02 . MSI Cons ..action, Inc. 'r in , sal Unir o States Fidelity — Guaranty Company Surety Donna S. Martinez Attorney -in -Fact , 20 Received return of deposit in the sum of $ Visitors Center - Wine Countrvy.doc Te POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Cotnpany St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company Power of Attorney No. 21742 Certificate No. 1456138 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that • St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Kenneth J. Frick, Donna S. Martinez, Ashley T. Miller and Howard S. Underwood Yakima Washington of the City of , State , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 20 September 2002 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this day of Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Patti Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company r s * J wvs.,, 4 P /OR POfl 9 f H .... 9, V �. .. - �n4\O`V' uro � '� ;♦ A �/�p�.� Y Q C O 0. A)F�n "9./ p A POR A T F . . t ^ ,W i O + vcce otimot 1927 pe A a = PETE W. CARMAN, Vice resident & s r SEAL,.o ' �° is s Z � 0 � 1877 � CA N V P d * ' ;,ma y L r' i o..........' a 5 a °�i i ?(Let OFM1E� ''m�AnHCt a 1 ...: » Nr a � S: f�M Att d Tl� •� - J , �,, State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary 20 September 2002 On this day of , , before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. t L9 In Witness Whereof, 1 hereunto set my hand and official seal. far RY My Commission expires the 1st day of July, 2006. >. - 8 E cal 4s) REBECCA EASLEY - ONOKALA, Notary Public 86203 Rev. 7 -2002 Printed in U.S.A. � This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and I - the seal of the Company may be affixed by facsimile to any Power ofAttorney or to any certificate relating thereto appointing Attorney(s)- in -Facr for p only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, 1 hereunto set my hand this 23 day of October 2002 SU flET y s . E \kE S ..P; �:7 :7!; ` s " �ll� /n / 1927 .. - 0 aHPw " 'q,',, f Q� -- a Tp { �j tE� / w" �� m It A sE n; " SERLan g, g s itu F YYALLL t 19� 1 19t f gyp - 's ., = ° d: ,.tea, g, ;S:): e ? Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power ofAttorney, call 1 -800- 421 -3880 and ask for the Power ofAttorney clerk. Please refer to the Power ofAttorney number, the above - named individuals and the details of the bond to which the power is attached • • i • -, / \1 This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s) -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this 23 day of 0 tuber 2002 c 4,0.E 6 J S ` AM v I K Pi . ;F:; . P. •�CO0 ,„, Z Wr,.00. n 't �n E , m. 1 c, k F 1 ml ( : :n - 191! A .. t� u �, 414 a � ' S EAL, of d. %D c :i a� d 4' Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power ofAttorney, call 1- 800 -421 -3880 and ask for the Power ofAttorney clerk. Please refer to the Power ofAttorney number, the above -named individuals and the details of the bond to which the power is attached \ / 29 NON - COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: I - 800 -424 -9071 The U.S. Department of Transportation (USDOT) operates the above toll -free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. Visitors Center - Wine Country.doc 30 NON - DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. *(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." Visitors Center ® Wine Country.doc 31 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification wilt render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non - compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the Consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to Visitors Center - Wine Country.doc 32 meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement ...t R egu l ation r cuci ai r i wui eiiiei n r�ct�. u�auvi ia. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. Visitors Center - Wine Country.doc 33 • . , , BIDDERS CERTIFICATION • A bidder will not be eligible for award of a contract under this invitation for bids un less such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: • MSI Construction Inc. certifies that: (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract .t' ')1 a /I .„. r 1T 41. %) . - 0 0,4 ;I:, r t ` A - , `1?'• ` O. _F a Vd))7t21,, ilY= '.end. fl/fl ✓Y1 ?r1. pr2._,Xr and; • as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the , specific affirmative action steps for all construction work (both federal and non - federal) In the Yakima, Washington area subject to these Bid Conditions, those trades being: i fn. 4 _ ,f , ciael l re , _ • and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this contract the Subcontractor Certification required by these Bid Conditions. / Jim Kloster, General Manager (Signature of Authorized Representative of Bidder) 3 Visitors Center - Wine Country.doc • (, 3 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids less such bidder has submitted as a part of its bid the following certification, which will be/deemed a part of the resulting contract: / f ` certifies that: (BIDDER) P f r 1. It intends to use the following listed construction trades ih:-the work under the contract and; as to those trades for which it is required , 6y these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this contract the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) Visitors Center - Wine Country.doc 34 SUBCONTRACTORS CERTIFICATION Subcontractors' Certification is not required at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract. certifies that: (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) Visitors Center - 'Wine Country.doc 35 SECTION 00500 - AGREEMENT FORM PART 1 - GENERAL REFERENCE TO AGREEMENT FORM: "Standard form of Agreement Between Owner and Contractor", AIA Document A101, 1997 Edition as published by the American Institute of Architects, 1735 New York Avenue NW, Washington, DC 20006, as modified and supplemented by the Contract Documents will be used as the form of agreement for this project. INSPECTION AND AVAILABILITY OF AIA DOCUMENT A101: The Agreement Form is available for inspection at the office of the Architect with prior notification. ADDITIONAL REQUIREMENTS As a part of the Contract the Contractor shall provide a Performance Bond on the form provided following this Section. In addition, an Insurance Certificate for amounts and with additional insured's as specified in Section 02000, Civil Site Improvements, shall be submitted. A sample form is included following this Section. END OF SECTION 00500 Visitors Center - Wine Country.doc OOp Xj?P?O3 OTnl� - T?yn?✓ S»OlTSTA 9E CONTRACT THIS AGREEMENT, made and entered into in triplicate, this 1 -1 d day of 4v-e,,,„ Le 4'2002, by and between the City of Yalfima, hereinafter called the Owner, and M t C �; �f _tea c c a a c.. 01 ; b,, Jr, VA Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BASE BID AMOUNT, LESS DEDUCT NO. 2, PLUS ADDITIVE NO. 3, FOR A TOTAL PROJECT AWARD AND CONTRACT OF: $295,646.00, for VISITOR INFORMATION CENTER, GATEWAY TO WINE COUNTRY, City Project Number 1936, all in accordance with, and as described in the attached plans and specifications and the 2002 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be substantially completed within 120 calendar days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this 1 day of _ 2002. M�1 CAI cCkCAN'''l a c� < < J.Corporation Contractor By: Y City anag r ,�" / r Attest: /C� J 1 ' a vc.. 1� (e (Print Name) City Clerk r 7 Its �� 'd Y,., (President, Owner, etc.) Address: / 0 7 S , a ` NATN (389z-- 7 37 1 PERFORMANCE BOND Bond #: 400SV056702 BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, MSI Construction, Inc. United States Fidelity and a Washington Corporation as Principal and Guaranty Company a corporation organized and existing under the laws of the State of Maryland as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 295,646.00 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this day o f October 2002 Neverless, the conditions of the above obligations are such that: r] WHEREAS, pursuant to action taken by the Yakima City Council on October , 20 0 the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said MSI Construction, Inc . , the above bounded Principal, a certain contract, the said contract being numbered 1936 , and providing for Visitor Information (which contract is referred to herein and is made a part hereof as though attached hereto), and, Center — Gateway to Wine Country WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; 1 NOW THEREFORE, if the said MSI Construction, Inc. shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub - contractors and material persons supply principal provisions supplies carrying men, and all ersons who shall su I said rnci al or sub - contractors with rovisions and su lies for the ca in on of said work, and shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub - contractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under 1 1 said contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. MSI Construction, Inc. (Contractor) By: . I )Will Kloster (Print Name) Approxed as to f // Its: President (President, Owner, etc...) (City Attorney) United 'gates Fidelity and Guaranty Company (Surety AlitA 1 Donna S. Martinez (Print Name) its: Attorney —in —Fact Visitors Center - Wine Country.doc Th8 POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company Power of Attorney No. 21742 Certificate No. 1 5614 5 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint Kenneth J. Frick, Donna S. Martinez, Ashley T. Miller and Howard S. Underwood Yakima Washington of the City of , State , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 20 September 2002 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this day of Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company .0TYMy% 1y �u�, .4, 0 .PP i < a 71&_ YP G P4 ORPOfl F `W'�ORP W� V • p 1927 - F1 c ( A! m l � EA —•— t <` 1 r PETER W CARMAN, resident Vice ? '?'• ,o; �e::SLis I m 1 7 r SE <P it � p � 6 9 D iE D '. IXipppA 19 CA N v' P i ti OvnE•r! %a sne+ uE,� AtN 41 1$% • State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary 20 September 2002 On this day of , , before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. 4VF.pEAS(Fy kepAut / r o In Witness Whereof, I hereunto set my hand and official seal. ' B� C Y S� My Commission expires the 1st day of July, 2006. 1 - I t C111 49 REBECCA EASLEY - ONOKALA, Notary Public 86203 Rev. 7 -2002 Printed in U.S.A. r ---- This Power of Attorneys granted trader and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul I Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Corn y, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s) -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney er certificate bearing such facsmnile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and . RESOLVED FURTHER, that Attorncy(s) -iii -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this day of 0c t 2002 ` � SU'+ETy , 0.E. f ±T ) jj(( Off,c,� Y Z' ! J Z i, 00R4 '? P � izekra ir Ax, 1 ..A. s8B.L1,0 tl _ 18as Y4L * ,ign 1951 µ / iii 9 �O ^ ' ° zV +s` "%Nd '.. ";^ 9 AK4# r < , ;, T homas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1- 800 -421 -3880 and ask for the Power ofAttorney clerk. Please refer to the Power ofAttorney mambo; the abovearaared individuals and the details of the bond to which the power is attached. . I L.........._____ ....._ ________ ____ ____ ...2 , . . z This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul '' Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s) -in -Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s) -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s) -in -Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this day of Oc tuber 2002 �T y \0. 6 \r. • I N Srj } !. A t 4� MO P$ .. L00. , 0,"1 T A I ! ? is27 g a� �. m em k SB sf: _ f ' . , s 1sn - t� LL / - ,, �, E s R'` 7 A SE RL..4i v. lass _ ai,;� .L �o.} ; -... s ... .'a'r/ > ;° `, y "FOF�e++ V. cE .Y 4 y ! ANA TA .i., . > Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1 -800 -421 -3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above -named individuals and the details of the bond to which the power is attached DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Engineering 1)ivisiorr ( 4r " n 129 North .Second Street ` r' Yakima, Washington 98901 + � • s : (.509) 575 -611 • Fax 576 -6305 K, Wendell Adams, City Engineer FACSIMILE TRANSMISSION COVER SHEET Number of pages (Including Cover Page) 45 7 November 25, 2002 FAX # 248 - 9007 Marsh Advantage America 1430 No. 16th Avenue Yakima, WA 98902 Attention: Joel Pearson Re: Visitor Information Center, City Project Number 1936 Dear Mr. Pearson Attached is the Certificate of Insurance I received since our discussion this morning. My latest correspondence from Deb on 11/14/02 regarding the Certificate and attachments left us with all items acceptable except that there was a need for the issuing agent to mark an x in the "project" box of the "GENERAL AGGREGATE LIMIT APPLIES PER:" section of the certificate. I believe it is all now meets all corrections Deb or you had requested. Please verify the attached checklist and return a FAX of it for Ray Paolella's review. ( #10 was not in the contract document sample). I would appreciate it if your response could be sent to me ASAP. Please fax your response to 576 -6314. If you have any questions, you can contact me at 575 -6228. Sincerely, Robert Desgroseliier, Senior Engineer NOV -25 -2002 14:11 MARSH YAK I MA 15uyd4u•uu r i • c-• MARS H Marsh Advantage America A Service of Seabury & Smith, Inc. 1430 N. 16th Avenue P,O. Box 2547 (98907) Yakima, WA 98902 800 572 9170 www.marshadvantage.com Fax To: Bob Degrosellier From: Joel Pearson Date: November 26, 2002 Fax: 509 248 9007 Organization: City of Yakima Phone: 509 248 7460 Fax: 576 6314 Pages: 2 Phone: . Subject Project 1936 The certificate is acceptable. The Information contained In this facsimile message is confidential, may be privileged. and is Intended for the use of the Individual or entity named above, If you, the reader of this message, pre not the Intended recipient, the agent, or employee responsible for delivering this transmission to the Intended recipient, you ere expressly prohibited from copying, disseminating. distributing, or in any other way using any of the information contained in this facsimile message. I t Marsh & McLennan Companies NOV -25 -2002 14:11 MARSH YAKIMA 151!) Z4b7uu r r . e.Pe CITY OF YAKIMA LIABILITY CERTIFICATE CHECKLIST FOR PUBLIC WORKS PROJECTS, (CITY CONTRACTS) Contractor: MSI Construction, Inc, Project: Visitor Information Center, City Project Number 1936 1. Carriers admitted in the State of Washington an A -VII or better in Best's Guide. 2. Commercial General Liability on an occurrence basis subject to a $1,000,000 limit per occurrence. 3. Automobile includes "Any Auto" and is subject to a $1,000,000 limit. 4. Employers liability shown at a $1,000,000 limit per occurrence. 5. City of Yakima, their agents, employees, and elected and appointed officials are listed as an additional insured. 6. Copy of additional insured endorsement included which is signed by 1 the agent. 7. Per job aggregate endorsement shown. If not, is a $2,000,000 umbrella limit shown over $1,000,000 underlying? 8. Is the general liability policy subject to a deductible of $5,000 or less? If higher, approval is required by the City. 9. Under cancellation section is "Endeavor to" and "But failure to mail such notice shall impose no obligation or liability of any kind upon the A 4i company, its agents or representatives" crossed out and initialed by ✓ �.K . the agent? Is 20 days or more notice of cancellation shown? • *10. Thawocd' _ - • • • - - _ ' • . - _ . - - . _ • - . - : -,- _- . _ - 9 fig. shall%,= - . * This iteln was trot in the published sample certificate. �. YR:)PM..`a oh.) Tf1TAl P Gl7 ACORD CERTIFICATE OF LIABILITY INSURANCE i�iz5izooz 'PRODUCER (509)248 - 3515 FAX (509)248 - 3673 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Terril , Lewis and Wilke Insurance Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 Box 1789 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 112 5 4th Street Yakima, WA 98907 INSURERS AFFORDING COVERAGE INSURED MSI Construction, Inc. INSURER A: Ohio Casualty Group 1507 S. 18th Ave. INSURERB: Nationwide Mutual Ins. I Yakima, WA 98902 INSURER C: INSURER D: I INSURER E: COVERAGES 1 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR , DATE (MM /DD/YY) DATE (MM /DDNY) LIMITS GENERAL UABILITY BKW0252899095 11/03/2002 11/03/2003 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) $ 100,000 CLAIMS MADE X OCCUR MED EXP Any one person) $ 5,000 A PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 I GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY X PRO LOC JECT AUTOMOBILE LIABILITY ACP7510990443 11/03/2002 11/03/2003 COMBINED SINGLE LIMIT X ANY AUTO APPROVED AS TO :ORM (Ea accident) $ 1,000,000 I ALL OWNED AUTOS BODILY INJURY $ B SCHEDULED AUTOS / / 2 ,L q t t F 4. -Z-- (Per person) X r I •�� A I HIRED AUTOS W BODILY INJURY $ I X NON -OWNED AUTOS (Per accident) ./ poomasormaiMIO CITY o 1 Oi M: Y PROPERTY DAMAGE $ OF (Per accident) I GARAGE LIABILITY CITY OF YAKIMA AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY BX00352899095 11/03/2002 11/03/2003 EACH OCCURRENCE $ 1,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 1,000,000 A $ DEDUCTIBLE $ X RETENTION $ 10,000 $ d k1Ea(1900(oNEYA 124X)MKXXX)BKW0252899095 /STOP GAP 11/03/2002 11/03/2003 TORY LIMITS X T ER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ 1,000,000 A E.L. DISEASE - FA EMPLOYEE $ 1,000,000 I E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER I DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS :ity of Yakima, its agents, employees, and elected or appointed officials and Loofburrow krchitects are named as additional insured as respects project: isitor Information Center, Gateway to Wine Country, City Project No. 1936 lanket Additional Insured Endorsement attached CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL KIWOOtiX015 MAIL I 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, City o f Y a k ima XIXIX1XlitaXWOOMKKNOMMOOXFXXXX40410XICXXXXXI4XXXXXX 129 N. 2nd Street IOXAROMXditaX9C.XXXXXX Yakima, WA 98901 AUTHORIZED REPRESENTATIVE Kelly Marble /LEAH A -- ACORD 25 -S (7/97) ©ACORD CORPORATION 1988 you are reg to name as an additional .insured on this policy under a written contract or agreement. The written contract or agreement must be: (a) currently in _effect or becoming effective during the term of this policy; and (b) executed prior to the "bodily injury," "property damage" or "personal and advertising injury." • -.atop The insurance provided the additional insured is limited as follows: 1. That the person or organization is only an additional insured with respect to liability arising out of a. Real property you own, rent, lease, or occupy; or b. "your work" for that additional insured for or by you. 2. The limits of insurance applicable to the additional insured are those specified in the written contract or agreement or the limits available under this policy whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. 3. The insurance provided the additional insured does not apply to liability arising out of the sole negligence of the additional insured 4. The insurance provided the additional insured does not apply to; a. "bodily injury ", b. "property damage ", c. "personal and advertising injury" or d. defense coverage under the Supplementary Payments section of the policy arising out of an architect's, engineer's or surveyor's rendering of or failure to render any professional services including: tup (1) Thu preparing, approving, or failing to prepare; or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. Any coverage provided hereunder shall be excess over any other valid and collectible insurance available to the additional insured whether primary, exccsc, contingent or on any other basis unless a contract specifically requires that this insurance be primary or you request that it apply on a - primary basis. 2. LIRE, LIGHTNING, "EXPLOSION" AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT 2. r, partner, I1 you are a partnership; 3. A member or manager, if you are a Limited Liability Company; • 4. Au executive officer or designee, if you are a corporation. Includes copyrighted material of Insurance Services Office, Inc., with its • permission. CG 83 30 07 99 Copyright, Insurance Services Office, Inc., 1995 Page 4 of 5 B. The requirements in Section IV - COMMERCIAL GENERAL LIABILITY CONDITIONS paragraph 2b that you must see to it that we receive notice of a claim or "suit" will not be considered breached unless the breach occurs after such claim or "suit" is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. A member or manager if you are a Limited Liability Company; or 9. An executive officer or designee, if you are a corporation. Knowledge of an "occurrence," claim or "suit" by the agent, servant or employee of any insured shall not in itself constitute knowledge of the insured unless an officer or designee shall have received notice from its agent, servant or employee. .m. top 12, BODILY INJURY Paragraph 3 of the definition of "bodily injury" in the DEFINITION Section is replaced by the following: 3. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish or death resulting from any of these at any time. 1.3. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS We have the right to recover our payments from anyone liable for an injury covorrd by this policy. We will not enforce our right againzt any person or organization for whore you perform work under a written contract that, requires you to obtain this agreement from us. This agreement shall not operate directly or indirectly to benefit .anyone not named in the agreement. lei. MEDICAL PAYMENT:. If Medical Payment Coverage (Coverage C) is not otherwise excluded from this policy, the Medical Expense limit provided by this policy shall be the greater of: A. $10,000 or • 13. The amount shown in the declarations. All other terms and conditions of your policy remain unchanged. .m top Includes copyrighted material of 'Insurance Services Office, Inc., with its permission. CG 03 30 07 99 Copyright, Insurance Services Office, Inc., 1995 Page 5 of 5 43 SECTION 00800 — SUPPLEMENTARY GENERAL CONDITIONS PART 1 GENERAL 1.01 SUPPLEMENTS A. Following supplements modify, change, delete from or add to General Conditions of the Contract for Construction, AIA Document A201, Fifteenth Edition, 1997. Where any article of General Conditions is modified, or any paragraph, subparagraph or clause thereof is modified or deleted, unaltered provisions of that article, paragraph, subparagraph or clause remain in effect. The paragraph numbering system of AIA Document A201, 1997 Edition, is continued in the Supplementary General Conditions. 1. The General Conditions are further modified, supplemented and amplified by specific Division 0 and Division 1 requirements and requirements of Technical Specification Divisions 2 through 16. Whether or not referenced in these Supplementary General Conditions, the most specific exacting and /or stringent requirements of the contract documents for each condition or situation shall govern. In the case of inconsistency between the Drawings and Specifications or within either document, the better quality or greater quantity of work shall be provided in accordance with the Architect's interpretation, without additional compensation to the Contractor. 1.02 FORMAT AND REFERENCE A. Article numbers, paragraph and subparagraph numbers, line references, etc. following in this section cross reference directly to corresponding articles, paragraphs, subparagraphs, lines, etc. found in AIA document A201. Actual text, including article and paragraph reference numbering to be added is enclosed in quotation marks. PART 2 AMENDMENTS ARTICLE 1 GENERAL PROVISIONS Paragraph 1.1.1, DELETE the last sentence and ADD the following: "The Contract Documents shall be understood to include all portions of Specification Sections, Drawings, Detail Drawings, Schedules and Bidding Documents and Contract Requirement Sections (other than those specifically excluded herein) as indexed in, and as cross referenced from the various volumes, manuals and drawing sets in which they are bound." ADD the following new subparagraphs: "1.1.1.1 The General Contractor acknowledges and warrants that it has closely examined all the Contract Documents, that they are suitable and sufficient to enable the Contractor to complete the Work in a timely manner for the Contract Sum, and that they include all work, whether or not shown or described, which reasonably may be inferred to be required or useful for the completion of the Work in full compliance with all applicable codes, standards, laws, ordinances and regulations." "1.1.3.1 The Work shall include the obligation of the Contractor to visit the site of the project before submitting a proposal. Such site visit shall be for the purpose of familiarizing the Contractor with the conditions as they exist and the character of the operations to be carried on under the Contract Documents, including all existing site conditions, access to the site, and physical characteristics of the site and surrounding areas." "1.1.8 ADDENDA Addenda are written or graphic instruments, issued by the Architect prior to receipt of the bids, which modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections" Visitors Center - Wine Country.doc • 44 "1.1.9 BID A bid is a complete and properly signed proposal to do the Work for the sums stipulated therein, submitted in accordance with the Bidding Documents. Acceptance of the Bid by the Owner will result in a contract between the Owner and the Contractor contingent upon governmental approvals." "1.1.10 BASE BID The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base, to which Work may be added or from which Work may be deleted to sums as stated in Alternate Bids." "4 .1 .A Al Tr -I-A ATP r]Ir' 1.1.1 I HI 1 Cr.IVF11 C DILJ An Alternate Bid (or Alternate) is the amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the work, as described in the Bidding Documents, is accepted." "1.1.12 BIDDER A Bidder is a person or entity who submits a Bid." "1.1.13 SUB - BIDDER A Sub- Bidder is any Person or entity who submits a Bid to a Bidder for materials, equipment, and /or labor for a portion of the Work." "1.1.14 FINAL COMPLETION Final Completion is achieved when the Work is accepted by the Owner. Acceptance by the Owner is subsequent to the final review by the Architect and is subsequent to the issuance of the final Certificate for Payment from the Architect to the Owner." "1.1.15 NOT IN CONTRACT (NIC) Work not to be included in the work of this Contract." "1.1.16 APPROVED EQUAL (or Equal To) Products by manufacturers other than those specified in the Contract Documents which the Contractor may submit for substitution as equal to those specified in the Contract Documents and which may be incorporated in the Work after review and acceptance by the Architect of the information about such products and accepted by the Owner." "1.1.17 APPROVED The term 'approved', when used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the General Conditions and Supplementary Conditions of the Contract. The same definition is applied to the Owner's actions requiring 'approval'." "1.1.18 INDICATED The term 'indicated' refers to graphic representations, notes, schedules on the Drawings, paragraphs in the Specifications, other schedules in the Specifications, and /or other similar requirements in the Contract Documents. Terms such as 'shown', 'noted', 'scheduled', and 'specified' may be used in the documents and shall be considered to be defined the same as 'indicated'. Location is not limited, and these terms, when used, may be used to help the reader locate the reference but are not intended to be a cross check of information." "1.1.19 INSPECTION An inspection conducted by the Architect, Owner's representative, and consultants is defined as the critical observation and /or critical review of work completed or in progress to determine the general compliance with Contract requirements. Inspections by the Architect, Owner's repre and c d not include a requirement for testing of materials, products, r • construction of assemblies, and the like, and such inspections do not relieve Contractor from compliance with Contract Documents. Inspections by governmental authorities will be conducted according to the requirements of such governmental entities for the purpose of construction compliance with applicable codes, regulations, and ordinances, and such inspections shall be their sole responsibility." Visitors Center - Wine Country.doc 45 "1.1.20 COMPLYING EXAMPLE OR PRODUCT The term 'complying example' or 'product' is used for products, materials or systems specifically used in the design of the Work. Other products, materials or systems proposed as a substitute by the Contractor must meet the intended use of the complying example or product specified. If the Contractor chooses to use a substitute in lieu of the complying example, then all associated costs, including those related to redesign and schedule, are the sole responsibility of the Contractor." "1.1.21 DESIGN STANDARD OR PRODUCT The term 'design standard' or 'product' references a manufacturer that produces products, materials, systems, etc. that has been used in the design of the Work. The Owner does not warrant that other listed manufacturers produce products, materials, systems, etc. able to meet the design standard or product specified. If the Contractor chooses to use the products, materials, systems, etc. of one of the other listed manufacturers, then the Contractor must be satisfied that the alternate product, material, or system will fulfill the Contract requirements. If the Contractor chooses to use other listed manufacturers, then the Contractor shall be responsible for all associated costs, including those relating to redesign." "1.1.22 FLOAT TIME The term 'float time' is the period of time measured by the number of calendar days each non- critical path activity may be delayed before its succeeding activities become part of the critical path. Unless otherwise indicated, the float time referenced in these documents is total float. If a non - critical path activity is delayed beyond its float period, that activity then becomes part of the critical path and controls the end date of the project. The delay of a non - critical path activity beyond its total float period will cause delay to the project itself, provided another activity is not subsequently delayed and causes a different critical path." ADD new subparagraph: "1.2.1.1 In the event of conflicting provisions within the Contract Documents, the more specific will take precedence over the less specific; the more stringent will take precedence over the less stringent; the more expensive will take precedence over the less expensive." Paragraph 1.2.1.2, In the case of an inconsistency between Drawings and Specifications or within the Construction Documents, not clarified by Addenda, the better quality or greater quantity of Work shall be provided in accordance with the Architect's interpretation, without additional compensation to the contractor." ADD the following subparagraph: "1.5.2.1 The Contractor is solely responsible for coordination of bidding and scope of Work of Subcontractors. The Architect will not act as arbiter as to which trade or Subcontractor is to furnish and install various items indicated or required to perform the Work." ARTICLE 2 — OWNER ADD the following new subparagraphs: "2.1.1.1 The Owner reserves the right, at his option, to employ or not to employ a full -time or part -time Owner's Representative for the project at any time and for any duration throughout the course of the project." "2.1.1.2 The Owner's Representative, if employed, shall function as an agent of the Owner per requirements and limitations of the contract documents. He will observe the Work, to the extent possible, for conformance with requirements and assist in communications between the • Contractor and the Owner and the Architect." Add the following subparagraph: "2.1.3 The Owner and Architect shall not have the control over or charge of the Work, nor will the Owner or Architect be responsible for or accountable for the construction means, methods, sequence(s), procedures, and /or techniques. Further, the Owner and Architect shall not have the Visitors Center - Wine Country.doc 46 responsibility or be accountable for the safety precautions and programs used or not used in connection with the Work. These are the sole responsibility of the Contractor." Delete subparagraph 2.2.3. Subparagraph 2.3.1, delete the following word in the first sentence: "persistently ". ARTICLE 3 — CONTRACTOR ADD new subparagraph: "3.1.1.1 The Contractor is an independent entity from the Owner and from the Architect." ADD new subparagraph: "3.2.1.1 If the document conflicts are not raised as provided in the Instructions to Bidders, the Contractor will be deemed to choose the more costly method, and /or replace and /or repair Work installed, unless otherwise provided for." Subparagraph 3.2.2, ADD the following in the second sentence ... Contractor "as required in subparagraph 3.2.1 and 3.2.1.1 above," shall ... ". Subparagraph 3.2.3, change the following "... pursuant to subparagraphs 3.2.1, 3.2.2 and except for 3.2.1.1, the Contractor ... ". ADD the following subparagraphs: "3.3.1.1 The Contractor acknowledges that timely completion of the work, including both achievement of Substantial Completion and Final Completion, in accordance with the terms of the contract documents is of crucial importance to the Owner." "3.3.1.2 In the event of delays and /or unforeseen events, whether or not the same should entitle the contractor to an adjustment in the Contract Sum and /or Contract Time. Contractor shall use diligent efforts to maintain scheduled completion date." Subparagraph 3.4.2, change as follows: "... by the Architect in accordance with the contract documents." Ann the foil owinr. subparagraph: . � ✓v •���. 1v11vvv Il l "3.6.1.1 ... taxes shall include, but not be limited to, all Sales Taxes, Use Taxes, Occupational Taxes, Excise Taxes, Social Security Benefits, Unemployment and Worker's Compensation taxes, or similar levies on all materials, labor, tools, and equipment provided under this agreement, as required by the statutes of the State of Washington. ADD the following subparagraphs: "3.7.1.1 The Contractor shall also pay (and include in the amount of his bid), all utility and service company hook -up and installation fees, all utility and service company use charges accrued prior to the date of Substantial Completion and fees and costs per the provisions of Division 1 Section, Temporary Facilities." (If the plan checking fee has been paid, the Contractor shall make payment to the Owner at the first construction draw)." ADD new subparagraphs: "3.7.1.2 If the Contractor fails to give notices, it shall be liable for and shall indemnify and hold harmless the Owner and the Architect, and their respective employees, officers, and agents against any resulting fines, penalties, judgments, or damages, including reasonable attorney's fees imposed on or incurred by the parties indemnified hereunder." ADD new subparagraphs: "3.7.2.1 Contractor shall comply with the laws of the State of Washington and the U.S. Department of Labor relating to prevailing wages on Public Works projects, whichever is more stringent in each situation." Visitors Center - Wine Country.doc 47 ADD new subparagraphs: "3.7.2.2 Contractor shall prohibit at a public school site, at times when there is a likelihood of contact with children, any employee who has pled guilty or been convicted of any felony crime involving: 1) physical neglect of a child under Ch. 9A.42 RCW; 2) the physical injury or death of a child under Ch. 9A.32 or 9A.36 RCW (except motor vehicle violations under Ch. 46.61 RCW); 3) sexual exploitation of a child under Ch. 9.68A RCW; 4) sexual offenses under Ch. 9A.44 RCW where a minor is the victim; 5) promoting prostitution of a minor under Ch. 9A.88 RCW; 6) the sale or purchase of a minor child under 9A.64.030 RCW; or violation of similar laws or statutes of another jurisdiction. This restriction is as mandated by RCW 28A.400.330. Violation of this provision shall be grounds for immediately terminating this Contract." ADD the following subparagraphs: "3.7.3.1 Considering the plans and specifications are in compliance with applicable laws, statutes, ordinances, building codes, rules and regulations, based on the issuance of the building permit, the interpretations and /or requirements of the building official thus become part of the Contract Documents." ADD the following subparagraphs: "3.7.5 Contractor shall provide a letter of certification stating that no asbestos containing materials or other hazardous materials have been incorporated into the work." Delete Paraqraph 3.8 Allowances in its entirety. ADD the following subparagraph: "3.9.1.1 Contractor shall not change the Project Manager and /or the Superintendent without the prior written consent of the Owner. The Project Manager and /or Superintendent shall be present at the Project site throughout the duration of the Work including completion of the punchlist and available as necessary until Final Completion. The Owner shall have the right, at its discretion and at any time, to request and /or direct a change in the Contractor's representatives if their performance is unsatisfactory. In this event, Contractor shall promptly assign a different Project Manager and /or Superintendent to the Project." Subparagraph 3.10.1, ADD the following to the first sentence: ... Contractors construction schedule, "in accordance with the contract documents," for the work. Subparagraph 3.10.3, Delete the following word: "General ". ADD the following subparagraphs: "3.10.4 If the progress of the Work is behind the Construction Schedule to such extent that Owner reasonably determines that Contractor will be unable to meet any of the critical path dates set forth in the Construction Schedule, including without limitation any Milestone Date, Owner may direct Contractor to accelerate its work, at Contractor's own cost, without any adjustment to the Contract Sum. Such acceleration may include employing such additional forces or paying such additional overtime wages as may be required to place the progress of the Work in conformity with the Construction Schedule and to assure timely Substantial Completion of the Work and achievement of all Milestone Dates. In addition, if progress continues behind the Construction Schedule and /or Contractor fails to take prompt and adequate corrective action to Owner's satisfaction, Owner may, in addition to any other right or remedy provided herein, proceed as provided for in Paragraphs 2.3 or 2.4. 3.10.5 The time periods indicated for completion of the Work, for portions of Work, including float time(s), may also be used by Owner for planning purposes, for their own forces, for separate contracts under their control, or as they deem necessary." The project "owns" the float times indicated in the approved schedule and either or both parties are entitled to its use. Visitors Center - Wine Country.doc • 48 ADD the following subparagraph: "3.13.1.1 Contractor shall locate, protect, and save from injury utilities of all kinds, either above or below grade, inside or outside of any structure, found in the areas affected by his work. Contractor shall be responsible for all damage caused to such utility by the operation of equipment or delivery of materials or as the direct or indirect result of any of his work, and shall repair all such damage at his expense and as a part of the Work included in the Contract Documents. Contractor shall not be entitled to any increase in the Contract Sum or the Contract Time on account of such damage to any utility." ADD the following subparagraph: "3.18.1.1 Contractor will hold harmless the Owner, the Architect, Architect's consultants, and their agents and employees all liability, loss, or expense, including but not limited to, attorneys' fees arising out of claims by subcontractors or suppliers of any material or equipment for installation or incorporation in the Work, including any items especially designed or fabricated for the Work or for tools or equipment rented or leased for the Work. 3.18.1.2 This indemnification shall not be construed to indemnify any indemnity from its own negligence. To the extent any party indemnified hereunder is proved to be negligent, this provision shall not apply to such party, but shall continue to be effective as to all other parties not so negligent. It is the intent of the indemnification paragraphs herein to require Contractor to indemnify the named parties to the fullest extent permitted by RCW 4.24.115 as it now reads and how it may hereafter be modified or amended." ARTICLE 4 — ADMINISTRATION OF THE CONTRACT Subparagraph 4.2.9, Delete the work "inspections" and insert the word "reviews ". ADD the following subparagraph: "4.2.12.1 For clarity, should a conflict be discovered within the Contract Documents or should questions arise regarding materials, sequences, operations, routings, assemblies, systems, and the like, it is understood and shall be interpreted that Contractor has estimated and bid the highest quality of Work or means of doing the Work unless he has asked for and obtained a decision in writing from the Architect before entering into this Contract for Construction." Subparagraph 4.3.2, Change the first sentence to read: "Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim." ADD new subparagraphs: "4.3.5.1 In no case will any claims for extra compensation be allowed unless such Work, labor, materials or equipment have been ordered in writing by Owner through Architect. Claims for such extras must be approved by Architect before Owner makes payment. 4.3.5.2 If there exists a conflict among the Contract Documents, assume that the most expensive Work indicated is to be provided. Further, if Work is shown on the drawings but not in the specifications, or if Work is specified or described in the specifications but not shown specifically on the drawings, the Work is to be provided per Specifications or clarifications as issued." ADD new subparagraph: "4.3.7.1.1 No claim shall be made by the Contractor for additional time unless the time -lines herein are met and complied with." ADD new subparagraph: "4.3.7.2.1 For the purposes of this contract, "Abnormal" is defined as non - typical weather substantiated by weather information recorded and experienced during the worst seasonal period in the past 10 years. Visitors Center - Wine Country.doc 49 Delete Subparagraph 4.3.10 in its entirety. ARTICLE 5 — SUBCONTRACTORS ADD the following subparagraph: "5.1.2.1 A sub — subcontractor also includes materialmen, suppliers, independent individuals for hire and any other person or entity employed or undertaking any portion of the work of the project. ADD the following subparagraphs: "5.2.5 Nothing in Contract Documents creates any contractual relationship between any Subcontractor and Owner or Architect." (See Section 00800 "Supplementary General Conditions ", Paragraph 3.1.2.) 5.2.6 The Contractor is required to pay and discharge any liens or claims against the project. The Owner will retain the right to withhold payment or make payment against liens until all liens are satisfied, either during the course of the Work or prior to Final Completion. The Contractor is required to certify that, to the best of his knowledge, all previous billings from his sub - contractors and others have been paid. In the case of a claim against the project following the lien period, the Contractor shall pay the claim." ARTICLE 6 — NO CHANGES ARTICLE 7 — CHANGES IN THE WORK ADD the following subparagraphs: "7.2.1.2 Proposed costs attributed to changes in the Work shall be valid for 30 days from the time when the Proposal Request is received by the Architect from the Contractor, unless otherwise agreed. 7.2.1.3 Proposals that would change the Contract Sum shall be submitted by the Contractor (and by Subcontractors through the Contractor) with cost breakdowns. For proposal requests, information shall be submitted to the Contractor by the Architect in the following manner: (Note: • Form supplied by Architect)." Subparagraph 7.2.2, Change to read as follows: "7.2.2 methods used in determining adjustments to the contract sum may include those listed in subparagraph 7.3.3.1, 7.3.3.2 and 7.3.3.4 as modified by the Supplementary General Conditions. ADD new subparagraph: "7.3.2.1 If the Contractor is directed to proceed, it is the Contractor's obligation to notify the Owner in writing, within 21 days with the proposed amount of the construction change directive. Failure to do so waives the claim by the Contractor." Subparagraph 7.3.6Subparagraph 7.3.6, Change to read as follows: "If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustment shall be determined by the Architect on the basis of reasonable expenditures and savings of those performing the Word attributable to the change, • including, in case of an increase in the Contract Sum, a percentage for overhead and profit as set forth below. In such case, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be limited to the following: 1. Costs of labor, including social security, unemployment insurance, fringe benefits required by agreement and workers' compensation insurance; 2. Actual costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; 3. Actual rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; Visitors Center - Wine Country.doc 50 4. 1.5 percent of the subtotal costs for all bonds and insurance, actual permit fees, sales, use or similar taxes related to the Work; 5. Actual additional costs of supervision and field office personnel directly attributable to the change; 6. For subcontractors and subcontractors, a total amount not to exceed 10 percent of the total subcontractors proposal; and 7. For the Contractor, a total amount not to exceed 8 percent of the subtotal of the Proposal. No additional costs for other categories of mark -ups, such as use, business, or similar taxes, warranty costs, safety costs, etc. wiii be aiiowed by the General Contractor, sub - contractors, lower tier contractors, or materialmen unless expressly agreed to by the Owner. Any proposal for such increases or categories of mark -ups shall be directed to the Owner for their review. It is the O wner ' s ...L: ..... o ♦ ct ouch p i vwl Icl a vNuull t w aL.L,cNL Ur rcjcL,L auhll NrUNUaaw. ARTICLE 8 — TIME ADD new subparagraphs: "8.3.1.1 If Contractor is delayed in prosecution and completion of the Work by any cause beyond his control, he has no claim or right of action for damages from Owner for any such cause or delay, unless cause or delay is result of fraud or active interference by Owner. 8.3.1.2 Extension of time commensurate with actual delay for completion of the Work may be awarded in writing by Owner provided; that written claim for extension of time is made by Contractor, through Architect, to Owner, within 21 days from beginning of alleged cause for delay. 8.3.1.3 Owner reserves right to withhold granting of any time extension until stipulated contract period is about to expire or to exercise other time related provisions of the Contract. 8.3.1.4 The Owner may, at Owner's sole discretion, waive the right to withhold granting of time extensions and may make extensions of time for any reason without penalty or increase in contract sum. 8.3.1.5 Extension of time shall be Contractor's sole remedy for delay unless the same shall have been caused by acts constituting intentional interference by the Owner with Contractor's performance of the Work where and to the extent that such acts continue after Contractor's notice to Owner of such interference. Owner's exercise of any of its rights under ARTICLE 7 CHANGES IN THE WORK regardless of the extent or number of such changes, or Owner's exercise of any of its remedies of suspension of the Work, or requirement of correction or re- execution of any defective vrvl k, shall not under any circumstances lNliJ vc construed UGU G7J intentional ILIUI IQI II ILCI ICI C I IL.0 VVILII Contractor's performance of the Work. 8.3.1.6 The Contractor shall not be entitled to recovery of damages or extra compensation of any kind for time delays resulting, in any way, from his failure or inability to perform all portions and phases of the Work, throughout the course of the project, in full compliance with Contract Document Requirements. 8.3.1.7 Each delay will be considered as a single event. No consideration will be given to the compounding of delays or to the compounded impact that an identified delay may have over the course of the Construction Schedule. 8.3.1.8 Contractor will be entitled to no delay damages, wage escalation, material escalation, extended overhead, or additional compensation of any kind for any delay except for such delays as may be caused solely by a default of Owner in the Agreement." ADD new paragraph and subparagraphs as follows: Visitors Center - Wine Country.doc 51 "8.4 LIQUIDATED DAMAGES 8.4.1 The time for completion of the Work specified in the Contract Documents is an essential part of this contract. Should Contractor fail to complete the Work within the time agreed upon in the contract or within such extra time as may have been allowed by extensions, whether the time allotted is for Substantial Completion of a Phase of Work or the Substantial Completion of the Project, there may be deducted from any moneys due or that may become due the Contractor the sum of $1,000.00 per day for each and every calendar day, exclusive of Sundays and legal holidays, that the Work is not complete as defined by Paragraph 9.8, Substantial Completion, and other provisions of the contract. Owner shall give Contractor 10 days prior written notice in the event Owner decides to exercise said right to collect liquidated damages or for Contractor's failure to achieve Substantial Completion within the time frame specified or within the time frame as may be modified by Change Order. 8.4.2 It is mutually agreed by and between the parties hereto that time shall be an essential part of this contract and that if Contractor fails to complete his contract within the time specified and agreed upon, the Owner will be damaged thereby; and because the amount of said damages, inclusive of expenses for observation, inspection, necessary traveling expenses and other incidental expenses, is difficult if not impossible to definitely ascertain and prove, it is hereby agreed that the amount of such damages shall be the appropriate sum set forth. 8.4.3 Contractor agrees to pay to the Owner as liquidated damages, and not by way of penalty, such total sum as shall be due for such delay, computed as written above. 8.4.4 Owner and Contractor shall not be liable for any delay caused by strikes, lockouts, fire, explosion, theft, floods, riot, civil commotion, war, malicious mischief, act of God, or by any cause beyond Owner's and Contractor's reasonable control, and in such an event(s), Owner or Contractor shall not be liable for consequential damages. 8.4.5 The maximum time allotted between the date for Substantial Completion and the date for achievement of Final Completion, as specified in the Contract Documents, shall not exceed 45 days. 8.4.6 In the event that Contractor fails to achieve Final Completion within the 45 days specified, the Owner reserves the right to collect liquidated damages in the same amount as specified in 8.4.1 above, only after 45 days from Substantial Completion has passed. Owner shall give Contractor 10 days prior written notice in the event Owner decides to exercise said right to collect liquidated damages in the event the Contractor fails to achieve Final Completion within the time frame specified. Such notice may be given at any point after the date of Substantial Completion has been established by the Architect. 8.4.7 The right by the Owner to collect liquidated damages is not affected by Owner's 'temporary occupancy', 'occupancy', or 'beneficial occupancy', or by 'partial completion'. 8.4.8 Liquidated damages do not relieve Contractor from liability for damages due to other breaches. Contractor, by submitting his bid, assumes responsibility for liquidated damages and believes them to be reasonable. Disagreement with the amount or conditions of liquidated damages are waived unless articulated in writing 14 days prior to the time of the bid. ARTICLE 9 — PAYMENTS AND COMPLETION ADD new subparagraph: "9.2.1.1 A category titled 'Project Close -Out' shall be identified on Contractor's Schedule of Values with the amount indicated representing two percent (2 %) of the Bid plus accepted Alternates. The amount represents the work and services required of the Contractor to finish any and all corrective items listed, to satisfy punch list requirements, and to provide for satisfying Final Close -Out procedures specified and contained in paragraph 9.10, 'Final Completion and Final Payment'. No portion of this amount shall be due to Contractor until all requirements for Owner acceptance are satisfied." Visitors Center - Wine Country.doc • • 52 Add the following subparagraphs: "9.3.1.3 Such Application for Payment shall be based on the previously approved Schedule of Values, of ninety -five percent (95 %) of the value of labor and materials incorporated in the Work, and of all materials suitably stored and insured, up to and including the last day of the preceding • month, less the aggregate total of all previous payments; provided the aggregate total of all monthly payments shall not exceed ninety -five (95 %) of the Contract Price. Payment will be made within thirty days of approval by the Board of Directors on each pay request. The Architect wiii submit the pay request at the earliest possibie time following receipt of a correct and agreed upon pay request from the Contractor. The Architect and /or Owner does not take responsibility for the correctness of the pay request. If there are errors or discrepancies in any form, the A the right t th_ HI Architect reserves the r i It to return U the pay request to the Contractor for correction and resubmittal." "9.3.1.4 Retainage will be withheld and administered in accordance with RCW Ch. 60.28." "9.3.1.5 The Contractor shall submit with each Application for Payment, as a condition of consideration of each application, submittals specified in the General Conditions, Supplementary Conditions, and Division 1 Sections Schedules." "9.3.1.6 No payment may be made prior to the receipt of the 'Intent to Pay Prevailing Wages' form which must be completed by the Contractor and filed with, and returned from, the State Office of Labor and Industries prior to issuance of the first construction draw. Each entity performing Work on the project shall be responsible for providing the information and payment of fees. Contractor shall assemble "intent" and "affidavit" forms and submit to the Architect in complete Delete subparagraph 9.3.2, change to read as follows: "9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work." • Delete Paragraph 9.3.3, change to read as follows: • "The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificate for Payment have been previously issued and payments received from the Owner shall, be free and clear of liens, claims, security interest. encumbrances in fa o f the Contractor, Subcontractors, material suppliers, interests or VIIVU111al1 CAI IVGJ iii favor of the vVl nl q�.tvr, JUUVVIILIgVIVI J, material JU�.JNIICI J, UI other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work." Subparagraph 9.5.1.7, Delete the word: "Persistent ". Subparagraph 9.5.1, Add the following: "9.5.1.8 Civil penalties under RWC 39.16.030." ADD new subparagraphs: • "9.6.8 Payment is made with the limitation that the Owner is entitled to withhold payments to satisfy outstanding liens, for defective or deficient work, and for monies that may be collected for liquidated damages." "9.6.8.1 All materials and Work covered by partial payments become sole property of Owner. Contractor remains solely responsible for care and protection of materials and Work upon which payments have been made and shall provide or restore any damaged Work or materials. Owner has the right to require the Contractor to fulfill all terms, conditions and provisions of contract." "9.6.9 Owner will make monthly partial payments to Contractor on basis of duly certified and approved estimate of Work performed during preceding calendar month under this Contract." Visitors Center - Wine Country.doc 53 Subparagraph 9.8.1, Add the following sentence: "Owner's occupation, prior to date of Substantial Completion as defined, does not, however, prove Substantial Completion. Delete subparagraph 9.8.5, Change to read as follows: "9.8.5 Upon Substantial Completion of the Work or designated portion of the Work and upon application by Contractor and certification by the Architect, the Owner shall make payment for such Work or portion thereof as provided in the Contract Documents. Retainage shall be paid or released pursuant to provisions of RCW 60.28 and only upon acceptance of the Work." Subparagraph 9.10.2, in item (1) after the word "payrolls" ADD the word "taxes ". ADD new subparagraphs: "9.10.2.1 Retainage and final payment shall not be due Contractor nor paid by Owner until Contractor has obtained all certifications and approvals required by law or as specified, including the approval by Department of Labor & Industries of "Affidavit of Wages Paid" and the certification of the Washington Department of Revenue for taxes pursuant to RCW 60.28.051. The disposition of retainage due and owing to Contractor shall be fully subject to all rights and requirements stated in RCW 60.28. 9.10.2.2 `Final completion', `acceptance', and 'completion of all contract Work' shall be defined as passage of a resolution of acceptance by the School Board of Directors. Such acceptance shall be due promptly and within such reasonable time as possible following issuance of the Architect's final Certificate for Payment and Owner's receipt of all Contractor's submissions required by the Contract Documents." ARTICLE 10 — PROTECTION OF PERSONS & PROPERTY Subparagraph 10.1.1, after the first sentence, ADD the following: "Contractor expressly agrees that he is in charge of and in control of the Work and that he shall have sole exclusive responsibility to comply with the requirements of the applicable RCW's of the State of Washington. Neither the Owner nor the Architect are in charge of the Work or in control of the execution of the Work. The obligation of the Contractor under this paragraph 10.1.1 shall be construed to include, but not be limited to, injury or damage upon failure to use or misuse by Contractor, his agents, and employees, of any scaffold, hoist, crane, stay, ladder, support, or other mechanical contrivance erected or constructed by any person or any or all other kinds of equipment, whether or not owned or furnished by Contractor, under the requirements of the Revised Code of Washington. Contractor expressly agrees that he is exclusively responsible for compliance with OSHA, WISHA, and local regulations for construction and that he is the "employer" within the meaning of those regulations. Any provision in the Contract Documents in conflict with this paragraph shall be null and void. It is the express intent of the parties that this provision be given broad and liberal construction to effectuate the intent of the parties that Contractor, not the Architect or Owner, is in charge of the Work." Add the following subparagraphs: "10.1.2 The Contractor is solely and completely responsible for conditions of job site in connection with his Work, including safety of all persons and property, preparatory to and during performance of the Work. This requirement applies continuously and is not limited to normal working hours. 10.1.3 If ordinary precautions will be insufficient to prevent foreseeable bodily injury or death to persons resulting from a material and /or substance encountered on the site by the Contractor, the Contractor shall upon identifying the situation, immediately stop work in that specific area and report the situation to the Owner and Architect in writing. They, in turn, shall later proceed in the same manner described in Subparagraph 10.1.2." Subparagraph 10.2.1, Change the first sentence to read as follows: "10.2.1 The Contractor shall take precautions for safety of, and shall provide protection to prevent damage, injury or loss to:" Visitors Center - Wine Country.doc 54 Subparagraph 10.2.3, The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. Add the following subparagraph: "10.2.3.1 Duty of the Architect to conduct construction observation of the Contractor's Work is not intended to include review of adequacy of Contractor's safety measures in, on, or near construction site." ARTICLE 11 — INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE Subparagraph 11.1.1, In the first sentence insert the words "acceptable to the Owner" after the word "companies" and insert the words "Owner, Architect and such other parties as may be designated by the Owner" after the words "protect the contractor". Add the following subparagraph: "11.1.3.1 The Contractor shall furnish to the Owner copies of any endorsements that are subsequently issued amending coverage or limits. The Contractor shall not commence Work on the site until two (2) certified copies of all insurance policies, attesting that the required coverage is in force, have been received and accepted. Provide to Owner a proper thirty (30) day notice of cancellation for his approval." Add the following subparagraphs and clauses: "11.1.4 Coverage Limits: The insurance required is as specified below and in the amounts indicated. 1. Workmen's Compensation and Employer's Liability Insurance: All employees of the Contractor and Subcontractors are to be insured under Washington State Industrial Insurance. Employees not subject to the State Act are to be insured under Employer's Liability with a $1,000,000 limit of liability. A Separate Certificate of Insurance will be provided the District if any of the contractor's payroll is not reported to Washington State Industrial Insurance. The ContrCo ntractor shall be 7hla Far co _ a S t . _ -_ actor uvwi shall be r a:oNvi iofv�c wf a.vi nn � f iQUVf f ivfiii Filial 11,C Of dll JUVI.VI IU auto! Ill their Subcontractors, with the above provision. 2. Comprehensive General Liability Insurance and Comprehensive Automobile Liability Insurance: The Contractor shall take out and maintain during the life of this Contract and otherwise provided, Bodily Injury and Property Damage Liability Insurance. Proper Certificates of Insurance shall be provided to the Owner prior to commencing work. Each Certificate of Insurance shall provide for thirty days notice, to the Owner, of cancellation. Such Certificate shall provide for the following: a. The Owner and Loofburrow Architects, shall be named as an additional insured for liability arising out of Work under this contract as the result of the negligence, real or alleged, on the part of the Contractor, his Subcontractors, and their Subcontractors. The policy shall permit "cross liability ", the situation of insured against insured. b. Limits of liability shall equal or exceed: $1,000,000 each occurrence combined Bodily Injury and Property Damage Liability. Such limit shall be that imposed upon the General Contractor. The General Contractor may, at their discretion, require lesser limits of Subcontractors, but in no event Tess than $500,000 combined Bodily Injury and Property Damage Liability. Visitors Center - Wine Country.doc 55 c. Coverage shall be provided under a Comprehensive General Liability and Automobile Liability form of insurance, such as is usual to the practice of the insurance industry, under an "occurrence form" including (but not limited to) all the usual coverage referred to as: Premises /Operations Liability (M &C) Owners and Contractors Protective Liability Products and Completed Operations Liability Blanket Contractual Liability Broad Form Property Damage Liability Personal Injury, including coverage A, B, and C Stop Gap or Employers Contingent Liability Explosion, collapse, underground damage (referred to as X.C.U) Automobile Liability, including coverage for owned, non- owned, leased or hired vehicles. 11.1.5 Materials in transit and materials on job site shall be insured against loss by the Contractor for an amount to equal or exceed $50,000 for each occurrence. Losses exceeding this amount are the responsibility of Contractor. 11.1.6 Products and Completed Operations Insurance: General Contractor shall maintain Products and Completed Operations Insurance for a period of two years after final acceptance of Contract. 11.1.7 Hold Harmless Agreement: To the fullest extent permitted by law, Contractor shall indemnify and hold harmless Owner and Architect and their agents and employees from and against all claims, damages, losses and expenses including but not limited to attorney's fees arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury or to destruction of tangible property (other than the Work itself), including loss of use resulting therefrom, but only to the extent caused in whole or in part by any negligent act or omission of the Contractor, or a Subcontractor, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder." 11.4 PROPERTY INSURANCE Delete the followings subparagraphs 11.4.1, 11.4.1.1, 11.4.1.2, 11.4.1.3, 11.4.1.5, 11.4.2 and Add the following subparagraphs and clauses: "11.4.1 Course of Construction Insurance: The Owner will be responsible for providing Course of Construction Insurance for new construction under this contract. The Contractor, Subcontractors, and any of their Subcontractors will be responsible for loss arising out of non - insured perils. Such insurance is to be provided in the following manner: 1. Fire and Extended Coverage and "all risk perils" insurance will be provided in an amount adequate to cover 100% of the values of the contracted items on a replacement cost • basis. Such insurance will include the following features: a. Perils of - Fire (included) - Extended Coverage (included) Vandalism and Malicious Mischief (included) - Collapse (included) Theft of materials from job site (included) - All coverage subject to policy exclusions b. Deductibles - $5,000 maximum each occurrence as respect all perils. The Contractor is to be responsible for losses within this deductible. Visitors Center - Wine Country.doc • 56 c. Term - To cover the term of the work. d. Contractor's Equipment - Contractor's equipment is specifically excluded under the Course of Construction contract and is the responsibility of the Contractor. e. Review of Form - The Contractor will be allowed to review the contract form and may purchase at his own expense and for his own account, at his option, any additional forms of coverage deemed necessary for proper protection. f. The policy shall be endorsed naming the Owner, the Architect, the Contractor, Subcontractors and Sub - Subcontractors; each for their insurable interest. Such policy shall be further endorsed as follows: 1.) It is agreed Loofburrow Architects fees including the cost of supervision for the replacement of any Work required as a result of a loss under this Contract is an insured expense under this policy of insurance. 2.) It is agreed that loss payments under this contract shall be made payable to The Owner as trustee for each of the interests named in the policy of insurance. A copy of said policy to be furnished to the Owner for their review and approval. 3.) The policy shall provide for thirty days notice of cancellation to be sent to, and approved by, the Owner at such address as is provided. 11.3.2 Evidence of Liability Insurance: The Contractor shall furnish the Owner with a proper Certificate of Insurance providing for: 1. The name of the Owner and Architect as an additional insured. 2. Provision for proper notice of cancellation as required. 3. The inclusion of this statement: "The Insurance Company has reviewed the liability coverage requirements as stated in these requirements and certify that the policy of insurance represented by this Certificate includes (but is not limited to) the coverage designated." • Delete subparagraphs 11.4.4 and 11.4.6 in their entirety. • Add the f JHewii g subparagraph. "11.4.7.1 In waiving rights of recovery under terms of this paragraph, the term "Owner" shall be deemed to include his employees and the Architect and his employees as the Owner's Representatives as provided for in the Contract Documents." Delete subparagraphs 11.4.8, 11.4.9 and 11.4.10 in their entirety. 11.5 PERFORMANCE BONDS AND PAYMENT BONDS Delete subparagraph 11.5.1 in its entirety and add the following subparagraphs: "11.5.1 The Contractor shall secure and pay for a Performance Bond and a Labor and Material Payment Bond issued by an approved bonding company authorized by OSPI to do business in the locality of the project, with performance and payment clauses in the amount of 100% of the Contract sum, and including Washington State Sales Tax. 11.5.1.1 These bonds shall be issued on standard forms that provide for all provisions of State of Washington laws and statutes. The Contractor will write bonds in favor of the Owner and submit with the Contract for construction. 11.5.1.2 The bonds shall remain in effect for the length of the Contract and shall cover all liens, claims and correction of Work not in compliance with Contract Documents. Visitors Center - Wine Country.doc 57 11.5.1.3 When bonds are modified by Change Order, provide written confirmation from surety indicating that bonds have been modified and to what extent they have been modified." Add new subparagraph as follows: "11.5.3 If Owner is damaged by the failure of Contractor to purchase or maintain any insurance or approved bonds required by these Contract Documents, then Contractor shall pay all costs incurred by the other party, including, but not limited to, Architects' fees and reasonable attorneys' fees." ARTICLE 13 - MISCELLANEOUS PROVISIONS 13.1 GOVERNING LAW Add the following subparagraphs: "13.1.2 The Contractor shall comply fully with pertinent statutory provisions of Chapter 28A.85 RCW relating to affirmative action for public works projects. A copy of the Department of Labor and Industries Notice and Washington State Prevailing Wage Rates, effective March 3, 2002, is included immediately following Section 00100, Instructions to Bidders, for reference purposes." "13.1.3 Wage Scale: 13.1.3.1 Contractors are required to pay prevailing wage scales in accordance with amendments to Chapter 39.12 RCW "Prevailing Wages on Public Works ", enacted in 1965 as Chapter 133 Laws Extraordinary Session RCW 29.12.040, requires that each Contractor and Subcontractor of a Contractor or Subcontractor file with the Department of Labor and Industries a Statement of Intent to Pay Prevailing Wages (F700- 029 -000, Rev. 6/93) before any payment on a public works contract is made, to be followed at the conclusion of the project before release of the retained percentage, with the submission of an Affidavit of Wages Paid (700- 007 -000, Rev. 6/93) for certification by the Director, Department of Labor and Industries. 13.1.3.2 Prevailing wage rates for Work done in the county where the project is located, including fringe benefits as determined by the Supervisor of Industrial Relations, Department of Labor and Industries, as they apply to Work under this contract, shall be considered a part of this specification. Prevailing wage rates are also available for inspection at the Department of Labor and are included with these specifications." "13.1.4 Contractors shall fully comply with the provisions of Chapter 39.25 RCW relating to offshore items for public works projects." "13.1.5 Contractors shall fully comply with provisions of Chapter 49.28 RCW relating to hours of labor for public works projects." "13.1.6 Contractors are required to make affirmative action to assure compliance with Title VII of the Civil Rights Act of 1964, Presidential Executive Order 11246, Chapter 49.60 RCW, the Washington State Law Against Discrimination and the Governor's Executive Order of January 30, 1970. Goals and requirements of this Act are available for inspection in the Washington State Human Rights Commission office." "13.1.7 Contractor shall agree to fully comply with the following nondiscrimination clause in compliance with the provisions of Chapter 49.60 of the Laws of the State of Washington and Federal Regulations (Title 29 CFR, Part 30). 13.1.7.1 The Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, national origin, sex, or age. The Contractor will ensure that applicants are employed and that employees are treated during employment, without regard to their race, creed, color, national origin, sex or age. Such action shall include, but not be limited to the following: Employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training. Visitors Center - Wine Country.doc • 58 13.1.7.2 The Contractor will, in all solicitations for employees or job orders for employees placed with any employment agency, union, or other firm or agency, state that all qualified applicants will receive consideration for employment without regard to race, creed, national origin, sex, or age. The words "equal opportunity employer" in advertisements shall constitute compliance with this section. 13.1.7.3 The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice advising the said labor union or workers' representative of the Contractor's commitments under this section. 13.1.7.4 The Contractor will include the provisions of the foregoing paragraphs 13.1.7.1, 13.1.7.2 and 13.1.7.3 i eve su o r pu order f t goods and in every subcontract a�.� Vi purchase iaaC Vi uCl for the goods or services which I are the subject matter of this contract." "13.1.8 In the event of noncompliance by the Contractor with any of the nondiscrimination provisions of the contract, the contracting agency shall have the right at its option to cancel the contract in whole or in part. If the contract is canceled after part performance, the contracting agency shall be obligated to pay the fair market value or the contract price, whichever is lower, for goods or services which have been received and accepted." "13.1.9 Contractors shall comply with applicable provisions of Chapter 70.92 RCW relating to provisions for the aged and physically handicapped. [Statutory Authority: RCW 28A.47.830. 83 21 067 (Order 12 83), + 180 29 095, Filed 10/17/83]" "13.1.10 Contractors shall comply with Chapter 18.27 RCW relating to Contractor registration and Chapter 39.08 RCW relating to Contractor's bond." "13.1.11 Copies of referenced RCW's are available for inspection at the offices of the Architect." 13.1.12 Enforce the Owner's policy and RCW 28.A.31.170 mandating a total prohibition on the use of all tobacco products on Owner property. ARTICLE 14 — TERMINATION OF THE CONTRACT: Add the following subparagraph: "14.2.4.1 In the event of termination of the Contract because of Contractor's failure to carry out the the W the Contractor shall have no claim against the O for p r o fit s or damages." ....� the Contractor ......,� .,� �"�� have � �...,�..�� claim � uyuu wa the Owner icy for profits iw Vi uai i iayca. END OF SECTION 00800 Visitors Center - Wine Country.doc 59 SECTION 00900 — SPECIAL PROJECT CONDITIONS PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplemental General Conditions, and other Division 0 and Division 1 Specification Sections apply to the work of this Section. 1.02 SUBCONTRACTOR'S RESPONSIBILITY A. The Drawings and Specifications must be read by each entity providing work or a portion of the work. This provisions shall become an integral part of the agreement to be entered into between the Contractor and Owner. 1.03 SUBSTITUTIONS A. In the writing of these Specifications, specific products, materials, assemblies, and systems have been described in order to establish a standard for desired effect and for quality. The Contractor's proposals shall be based on the specified products and methods unless substitutions are specifically approved in writing. The Contractor shall submit fully detailed specifications of technical data, references and information that will fully explain the proposed substitution. B. When making substitutions, whether before bidding or after execution of the Contract, consider and pay for the cost of any redesign caused by the substitution. Redesign fees shall be reimbursed to Owner by Contractor. C. In the case of minor substitutions requested for approval during the course of construction, the Contractor is to note information regarding the proposed product. If necessary, furnish data sufficiently in advance to allow time for investigation before a decision is made. 1.04 DIMENSIONS AND MEASUREMENTS A. The dimensions on the drawings or notes indicating dimensions shall be used instead of measurements of the drawings by scale. No scale measurements shall be used as a dimension to work to except on large -scale drawings not dimensioned. Figures on all drawings, as well as the detail drawings themselves, are subject in every case to measurements of adjacent or incorporated work. All such measurements necessary shall be made before undertaking any work dependent upon such data. Check overall dimensions and elevations for accuracy prior to layout, including but not limited to, horizontal and vertical dimensions. It is Contractor's responsibility to verify dimensions prior to any construction activity and to compare any and all dimensional information with existing conditions and /or dimensional information given elsewhere in the Contract Documents. B. All working measurements shall be taken from the site or building, checked with those shown on the Drawings, and if they are found to vary from the latter, the Contractor shall report same to the Architect at once for adjustment before proceeding with the work. Should Contractor fail to comply with the above instructions, they shall alter their work at their own expense, as directed by the Architect. Measurements and location of all Mechanical, Electrical, and other apparatus shall be obtained from the various Subcontractors, and they shall be precisely fitted to the building. 1.05 ITEMIZED SCHEDULED OF COSTS A. The successful Contractor will be required to furnish, to the Owner, a breakdown of his bid amount showing costs of each trade category, which list will be used for monthly billing purposes. B. The Owner requires cooperation from the Contractor in the preparation of all state forms required for state matching funds as applicable. The Contractor is responsible to complete all such required forms, as provided, and return to the Architect for processing, and all associated contractor costs shall be included in the bid amount. Visitors Center - Wine Country.doc 60 1.06 RETURNING DRAWINGS AND SPECIFICATIONS A. All drawings and specifications must be returned to the Architect. They are not to be used on other work and, with the exception of a signed contract set, if such is issued, are to be returned to the Architect at the completion of the work. 1.07 RECORD DOCUMENTS A. At the beginning of work, Contractor shall set aside one complete set of contract documents, upon which they shall record or cause their various subcontractors to record all deviations in construction espPriall pipe and conduit Inratione li o f ma t e ri a l s used, and any deviations caused by Change Orders. B. Notations and changes shall be done in a neat and legible manner. Upon completion of job, Contractor shall deliver such set of marked -up job set documents to the Owner. C. Other record documents are as specified elsewhere. D. Contractor shall assemble, maintain, and submit 1 set of reviewed shop drawings and submittals to Owner at conclusion of job. 1.08 LINES AND LEVELS A. Protected & Maintained by Contractor: Bench marks set to complete the work as shown on the Drawings or called out elsewhere in these Specifications, shall be protected and maintained by the Contractor. 1.09 LAYING OUT WORK A. General Contractor shall, immediately upon entering project site for purpose of beginning work, locate all general reference points and take such action I ICLCJJGIy to prevent their destruction; lay out their own work and be responsible for all lines, earthwork, site work, utilities, • and other work executed by him under the contract. Contractor shall exercise proper precaution to verify figures shown on the Drawings before laying out work and will be held responsible for any error resulting from their failure to exercise such precaution. B. The General Contractor shall he responsible for the layout of buildin el fo th Mechanical and Electrical Contractors and related Subcontractors. 1.10 COVERING UP OTHER CONTRACTOR'S WORK A. No Contractor or Subcontractor shall cover up or conceal the work of other Contractors or Subcontractors until required testing or inspection is completed and the work in place has been reviewed and approved by the Contractor. B. Prior to installation of respective materials over substrate, installing Contractor shall inspect surface for acceptance and compatibility with product. Defects should be noted in writing and hand delivered to General Contractor for correction. Product should not be installed until corrected. Failure to notify Contractor in writing will be interpreted as acceptance of substrate and installer shall be responsible for costs, if any, which might ultimately cause nonperformance of product and /or correction of deficiencies required for acceptance. Provisions of 1.11 shall also apply to rejection of Work/ 1.11 SECURITY PROVISIONS A. Construction work area shall be located within the property. Contractor may elect to erect temporary enclosures. After new construction is complete, remove temporary work and patch surfaces where disrupted. Visitors Center - Wine Country.doc 61 B. Access to building construction area will be the responsibility of the Contractor through personal recognition of their employees and subcontractors. Approved barricades shall be erected as required. C. All suppliers incidental to Contractor activities will be escorted by Contractor supervisory person. D. The Contractor shall assume any and all civil penalties as a result of any Security violation. 1.12 NOISE AND LANGUAGE A. Proper conduct on project shall be maintained at all times. No loud sound systems, no loud music, no loud shouting, no loud language or other disruptive noise shall be allowed or generated at any place on the project site. Contractor shall be responsible to maintain a quality work environment that is not disruptive to workers, employees, customers, staff, and other associated with the Work. B. Loud or abusive language will not be tolerated by any person on the project site. In the event that any person generates such language and fails to conduct themselves in a proper manner or practices loud and /or abusive language, they shall be informed of these provisions and if repeated, shall be dismissed from the site. Contractor shall have the responsibility to see that such behavior is not tolerated or allowed on site and be responsible for removal of those not in compliance with the above requirements. 1.13 CLEAN UP A. Each subcontractor is responsible for maintaining the project and site in a clean, sanitary condition and meeting all applicable standards, safety, pollution, health, and otherwise. Cleaning materials must be used in accordance with manufacturer's recommendations. Before Owner occupancy, project must be thoroughly cleaned throughout. Any defects in finishes caused by cleanup must be repaired. 1.14 PERMITS AND FEES A. For work included in this Project, apply for and pay for all fees and permits necessary to complete the work, including all costs for temporary and permanent electric service and other associated utility fees required to complete the work. 1.15 EXISTING UTILITIES: A. Power cables, utility lines, water, irrigation, sewer, and gas leading to and from the project and on site must be marked in the field by the Utility Company, at the request of the Contractor, before any work in their general vicinity is started. Thereafter, through the entire time of this construction, they shall be protected from any possible damage, including crossing with unauthorized equipment, etc. This is the responsibility of the Contractor. B. These special provisions intend to make perfectly clear the need for protection of Utilities. C. The Contractor shall make arrangements to immediately repair, with identical material by skilled workmen, any utilities which are damaged by their workmen, equipment or work. 1.16 WARRANTY PERIOD A. The warranty period for all work of the contract is for one (1) year from the date of Substantial Completion, except for extended warranties specified. 1.17 HAZARDOUS MATERIALS A. Hazardous materials shall be removed during the construction periods when Contractor, Contractors' employees, sub - contractors', sub - contractors' employees, other lower tiers of sub - sub- contractors' and their employees, and materialmen and their employees are expected to be on site and performing the Work. It is the responsibility of those performing work with hazardous materials to inform all employers on the site of the nature of the hazardous materials work and the existence of requirements concerning these materials and regulated areas. Visitors Center - Wine Country.doc • 62 B. It shall be the responsibility of the employers to train their employees to the requirements of the Hazard Communication Standard, Part 0, Hazard Communications, Chapter 296 -62, Washington Administrative Code (WAC). C. Employers shall provide employees with effective information and training on hazardous chemicals or materials in their area at the time of their initial assignment and whenever a new physical or health hazard the employees have not previously been trained about is introduced into the work area. Information and training shall be tailored to the types of hazards the ci 1 � 44111 vc cxpvScu w. 1. Employees shall be informed of: a_ The requirements of Part ( Ch 2 WAC; b. Any operation in their work area where hazardous materials or chemicals are present; c. The location and availability of the written hazard communication program, including the required list(s) of hazardous materials, chemicals, and material safety data (MSD) sheets. 2. Employee training shall include at least: a. Methods and observations that may be used to detect the presence or release of a hazardous chemical or material in the work area; b. The physical and health hazards of the chemicals in the work area including likely physical symptoms of effects to overexposure; c. The measures employees can take to protect themselves from these hazards, including specific procedures the employer has implemented to protect employees from exposure to hazardous chemicals, such as appropriate work practices, emergency procedures, and personal protective equipment to be used; d. The details of the hazard communication program developed by the employer, including an explanation of the labeling system and the material safety data (MSD) sheet, and how employees can obtain and use appropriate hazard information. PROVISIONS FOR WOMEN AND MINORITY BUSINESS PARTICIPATION AND AFFIRMATIVE ACTION • Prior to awarding a contract, the Owner requires that documentation be provided regarding efforts to maximize the opportunity for Women and Minority Business Enterprises and Women Minority Workforce Utilization in the peiioimance of this project. The g for the project is 10% WMBE participation. The Contactor shall: ❖ Identify the MBEs/WBEs used to fulfill the goal. ❖ Identify the subcontractors with the percentage of work they will do. ❖ Furnish an Affirmative Action profile, by ethnic category, on the subcontractors' employees proposed to be utilized to do the subcontract work. ❖ Furnish an Affirmative Action profile, by ethnic category, on the general contractor's employees proposed to be utilized to do the contract work. The above information will be requested by the owner of the low bidder prior to award of the contract. Other pertinent information is included in this Section. Forms are included in Section 0200, Bid Form. END OF SECTION 00900 Visitors Center - Wine Country.doc • 63 CITY OF YAKIMA WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10 %) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities, and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans /specifications, bid forms and invitations to bid are as widely distributed as possible. Visitors Center - Wine Country.doc 64 RESOLUTION NO. 1) - 4 8 1 b A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy ", a copy of which is attached hereto and by reference made a part hereof. LL n ADOPTED BY THE CITY COUNCIL this _P 7 Aw of l I . 1983. t /vw P . 00 h rn c. X Mayor ATTEST: City Clerk Visitors Center - Wine Country.doc 65 AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. c. The contractor shall promptly notify the City of Yakima Engineering Division an Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. Visitors Center - Wine Country.doc • 66 f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. g. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and m inorit y tr organizations, within the contractor's recruitment areas. h_ The contractor shall make specific eff to encourage present minority. inority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications; selection requirements, tests, etc. j. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on- the -job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job classifications, etc., do no have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non- segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority and women ci ihrn rrt e nn g ed in the trades t nta , w . in �„e grades covereu by these Bid Conditions, including circulation of minority and women contractor associations. q. Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and /or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining • agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. Visitors Center - Wine Country.doc • • 67 SECTION 00950 — REQUIRED CONTRACT PROVISIONS FOR FEDERAL -AID CONSTRUCTION CONTRACTS PART 1 - GENERAL The provisions immediately following this Section are required on this project. END OF SECTION 00950 Visitors Center - Wine Country.doc 69 FHWA -1273 Electronic Version - March 10, 1994 (DOT 10/97) REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Page DOL, or the contractor's employees or their representatives. I. General 1 6. Selection of Labor: During the performance of this II. Nondiscrimination 1 contract, the contractor shall not: III. Nonsegregated Facilities 3 a. discriminate against labor from any other State, IV. Payment of Predetermined Minimum Wage 3 possession, or territory of the United States (except for employment V. Statements and Payrolls 6 preference for Appalachian contracts, when applicable, as VI. Record of Materials, Supplies, and Labor 6 specified in Attachment A), or VII. Subletting or Assigning the Contract 7 VIII. Safety: Accident Prevention 7 b. employ convict labor for any purpose within the limits of the project unless It is labor performed by convicts who IX False Statements Conceming Highway Projects 7 are on parole, supervised release, or probation. X. Implementation of Clean Air Act and Federal Water Pollution Control Act 8 II. NONDISCRIMINATION XI. Certification Regarding Debarment, Suspension, (Applicable to all Federal -aid construction contracts and to all Ineligibility, and Voluntary Exclusion 8 related subcontracts of $10,000 or more.) XII. Certification Regarding Use of Contract Funds for Lobbying 9 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take ATTACHMENTS affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR A. Employment Preference for Appalachian Contracts (included 1630 and 41 CFR 60) and orders of the Secretary of Labor as In Appalachian contracts only) modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative I. GENERAL action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract 1. These contract provisions shall apply to all work Specifications set forth under 41 CFR 60-4.3 and the provisions of performed on the contract by the contractor's own organization the American Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set and with the assistance of workers under the contractor's forth under 28 CFR 35 and 29 CFR 1630 are incorporated by immediate superintendence and to all work performed on the reference In this contract. In the execution of this contract, the contract by piecework, station work, or by subcontract. contractor agrees to comply with the following minimum specific requirement activities of EEO: 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations a. The contractor will work with the State highway contained in these Required Contract Provisions, and further require agency (SHA) and the Federal Government In carrying out • their inclusion in any lower tier subcontract or purchase order that EEO obligations and in their review of his /her activities under may in tum be made. The Required Contract provisions shall not be the contract. incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontractor or lower tier b. The contractor will accept as his operating policy subcontractor with these Required Contract Provisions. the following statement: 3. A breach of any of the stipulations contained in these "It is the policy of this Company to assure that Required Contract Provisions shall be sufficient grounds for applicants are employed, and that employees are termination of the contract. treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. 4. A breach of the following clauses of the Required Such action shall Include: employment, upgrading, Contract Provisions may also be grounds for debarment as demotion, or transfer; recruitment or recruitment provided in 29 CFR 5.12: advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, Section I, paragraph 2; Including apprenticeship, preapprenticeship, and/or Section IV, paragraphs 1, 2, 3, 4, and 7; on- the -job training." Section V, paragraphs 1 and 2a through 29. 2. EEO Officer: The contractor WIII designate and make • 5. Disputes arising out of the labor standards provisions of known to the SHA contracting officers an EEO Officer who WIII Section IV (except paragraph 5) and Section V of these Required have the responsibility for and must be capable of effectively Contract Provisions shall not be subject to the general disputes administering and promoting an active contractor program of EEO clause of this contract. Such disputes shall be resolved in and who must be assigned adequate authority and responsibility accordance with the procedures of the U.S. Department of Labor to do so. (DOL) as set forth In 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor 3. Dissemination of Policy: All members of the (or any of Its subcontractors) and the contracting agency, the contractors staff who are authorized to hire, supervise, promote, and discharge charge employees, or who recommend such action, Page 1 Visitors Center - Wine Country.doc • • • 70 or who are substantially involved In such action, will be made fully without regard to race, color, religion, sex, national origin, age or cognizant of, and will implement, the contractor's EEO policy and disability. The following procedures shall be followed: contractual responsibilities to provide EEO In each grade and classification of employment. To ensure that the above agreement a. The contractor will conduct periodic inspections of will be met, the following actions will be taken as a minimum: project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project a. Periodic meetings of supervisory and personnel site personnel. office employees will be conducted before the start of work and then not less often than once every six months, at which b. The contractor will periodically evaluate the spread time the contractor's EEO policy and its implementation will be of wages paid within each classification to determine any reviewed and explained. The meetings will be conducted by evidence of discriminatory wage practices. the EEO Officer. c. The contractor will periodically review selected b. All new supervisory or personnel office employees personnel actions in depth to determine whether there is will be given a thorough indoctrination by the EEO Officer, evidence of discrimination. Where evidence is found, the covering all major aspects of the contractors EEO obligations contractor will promptly take corrective action. If the review within thirty days following their reporting for duty with the indicates that the discrimination may extend beyond the actions contractor. reviewed, such corrective action shall include all affected persons. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the d. The contractor will promptly investigate all contractor's procedures for locating and hiring minority group complaints of alleged discrimination made to the contractor in employees. connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective d. Notices and posters setting forth the contractor's ' action within a reasonable time. If the investigation indicates EEO policy will be placed in areas readily accessible to that the discrimination may affect persons other than the employees, applicants for employment and potential complainant, such corrective action shall include such other employees. persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. e. The contractor's EEO policy and the procedures to • implement such policy will be brought to the attention of 6. Training and Promotion: employees by means of meetings, employee handbooks, or other appropriate means. a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women 4. Recruitment: When advertising for employees, the employees, and applicants for employment. contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements b. Consistent with the contractor's work force will be placed in publications having a large circulation among requirements and as permissible under Federal and State minority groups in the area from which the project work force regulations, the contractor shall make full use of training would normally be derived. programs, i.e., apprenticeship, and on- the -job training programs for the geographical area of contract performance. a. The contractor will, unless precluded by a valid Where feasible, 25 percent of apprentices or trainees in each bargaining agreement, conduct systematic and direct occupation shall be in their first year of apprenticeship or recruitment through public and private employee referral training. In the event a special provision for training is provided sources likely to yield qualified minority group applicants. To under this contract, this subparagraph will be superseded as meet this requirement, the contractor will identify sources of Indic atcd in the special provision. potential minority group employees, and establish with such identified sources procedures whereby minority group 7. Unions: If the contractor relies in whole or in part upon applicants may be referred to the contractor for employment unions as a source of employees, the contractor will use his /her consideration. best efforts to obtain the cooperation of.such unions to increase opportunities for minority groups and women within the unions, b. In the event the contractor has a valid bargaining and to effect referrals by such unions of minority and female agreement providing for exclusive hiring hall referrals, he is employees. Actions by the contractor either directly or through a expected to observe the provisions of that agreement to the contractors association acting as agent will include the procedures extent that the system permits the contractor's compliance set forth below: with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of a. The contractor will use best efforts to develop, in discriminating against minorities or women, or obligates the cooperation with the unions, joint training programs aimed . contractor to do the same, such implementation violates toward qualifying more minority group members and women Executive Order 11246, as amended.) for membership in the unions and increasing the skills of minority group employees and women so that they may qualify c. The contractor will encourage his present for higher paying employment. employees to refer minority group applicants for employment. Information and procedures with regard to referring minority b. The contractor will use best efforts to incorporate group applicants will be discussed with employees. an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without 5. Personnel Actions: Wages, working conditions, and regard to their race, color, religion, sex, national origin, age or employee benefits shall be established and administered, and disability. personnel actions of every type, including hiring, Upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken c. The contractor is to obtain information as to the Page 2 Visitors Center - Wine Country.doc 71 referral practices and policies of the labor union except that meaningful minority and female representation among their to the extent such information is within the exclusive employees, possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor b. The contractors will submit an annual report to the SHA shall so certify to the SHA and shall set forth what efforts each July for the duration of the project, indicating the number of have been made to obtain such information. minority, women, and non - minority group employees currently engaged in each work classification required by the contract work. d. In the event the union is unable to provide the This information is to be reported on Form FHWA -1391. If on -the contractor with a reasonable flow of minority and women job training is being required by special provision, the contractor referrals within the time limit setforth in the collective bargaining will be required to collect and report training data. agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without III. NONSEGREGATED FACILITIES regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and /or qualifiable (Applicable to all Federal -aid construction contracts and to all minority group persons and women. (The DOL has held that it related subcontracts of $10,000 or more.) shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive a. By submission of this bid, the execution of this contract referral failed to refer minority employees.) In the event the or subcontract, or the consummation of this material supply union referral practice prevents the contractor from meeting agreement or purchase order, as appropriate, the bidder, Federal - the obligations pursuant to Executive Order 11246, as aid construction contractor, subcontractor, material supplier, or amended, and these special provisions, such contractor shall vendor, as appropriate, certifies that the firm does not maintain or immediately notify the SHA. provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to 8. Selection of Subcontractors, Procurement of perform their services at any location, under its control, where Materials and Leasing of Equipment: The contractor shall not segregated facilities are maintained. The firm agrees that a breach discriminate on the grounds of race, color, religion, sex, national of this certification is a violation of the EEO provisions of this origin, age or disability in the selection and retention of contract. The firm further certifies that no employee will be subcontractors, including procurement of materials and leases of denied access to adequate facilities on the basis of sex or disability. equipment. b. As used in this certification, the term "segregated facilities' a. The contractor shall notify all potential means any waiting rooms, work areas, restrooms and washrooms, subcontractors and suppliers of his/her EEO obligations under restaurants and other eating areas, timeclocks, locker rooms, and this contract. other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing b. Disadvantaged business enterprises (DBE), as facilities provided for employees which are segregated by explicit defined in 49 CFR 23, shall have equal opportunity to compete directive, or are, in fact, segregated on the basis of race, color, for and perform subcontracts which the contractor enters religion, national origin, age or disability, because of habit, local into pursuant to this contract. The contractor will use his best custom, or otherwise. The only exception will be for the disabled efforts to solicit bids from and to utilize DBE subcontractors when the demands for accessibility override (e.g. disabled parking). or subcontractors with meaningful minority group and female representation among their employees. Contractors shall c. The contractor agrees that it has obtained or will obtain identical obtain lists of DBE construction firms from SHA personnel. certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply c. The contractor will use his best efforts to ensure agreements of $10,000 or more and that it will retain such subcontractor compliance with their EEO obligations. certifications in its files. 9. Records and Reports: The contractor shall keep such IV. PAYMENT OF PREDETERMINED MINIMUM WAGE records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three (Applicable to all Federal -aid construction contracts exceeding years following completion of the contract work and shall be $2,000 and to all related subcontracts, except for projects located available at reasonable times and places for inspection by on roadways classified as local roads or rural minor collectors, authorized representatives of the SHA and the FHWA. which are exempt.) a. The records kept by the contractor shall document the 1. General: following: a. All mechanics and laborers employed or working upon (1) The number of minority and non - minority group the site of the work will be paid unconditionally and not less often members and women employed in each work classification than once a week and without subsequent deduction or rebate on on the project; any account [except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor under the (2) The progress and efforts being made in cooperation Copeland Act (40 U.S.C. 276c)] the full amounts of wages and with unions, when applicable, to increase employment bona fide fringe benefits (or cash equivalents thereof) due at time opportunities for minorities and women; of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary (3) The progress and efforts being made in locating, of Labor (hereinafter "the wage determination ") which is attached hiring, training, qualifying, and upgrading minority and female hereto and made a part hereof, regardless of any contractual employees; and relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage (4) The progress and efforts being made in securing determination (including any additional classifications and wage the services of DBE subcontractors or subcontractors with Page 3 Visitors Center - Wine Country.doc • • 72 rates conformed under paragraph 2 of this Section IV and the DOL d. In the event the contractor or subcontractors, as poster (WH -1321) or Form FHWA -1495) shall be posted at all times appropriate, the laborers or mechanics to be employed in the by the contractor and its subcontractors at the site of the work in additional classification or their representatives, and the a prominent and accessible place where it can be easily seen by contracting officer do not agree on the proposed classification the workers. For the purpose of this Section, contributions made and wage rate (including the amount designated for fringe or costs reasonably anticipated for bona fide fringe benefits under benefits, where appropriate). the contractina officer shall Section 1 (b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf refer the questions, including the views of all interested parties of laborers or mechanics are considered wages paid to such and the recommendation of the contracting officer, to the laborers or mechanics, subject to the provisions of Section IV, Wage and Hour Administrator for determination. Said paragraph 3b, hereof. Also, for the purpose of this Section, regular Administrator, or an authorized representative, will issue a contributions made or costs incurred tor more than a weekly penod determination within 30 days of receipt and so advise the (but not less often than quarterly) under plans, funds, or programs, contracting officer or will notify the contracting officer within which cover the particular weekly period, are deemed to be the 30 -day period that additional time is necessary. constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate e. The wage rate (including fringe benefits where and fringe benefits on the wage determination for the classification appropriate) determined pursuant to paragraph 2c or 2d of of work actually performed, without regard to skill, except as this Section IV shall be paid to all workers performing work in provided in paragraphs 4 and 5 of this Section IV. the additional classification from the first day on which work is performed in the classification. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for 3. Payment of Fringe Benefits: • each classification for the time actually worked therein, provided, that the employer's payroll records accurately set forth the time a. Whenever the minimum wage rate prescribed in spent in each classification in which work is performed. the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the c. All rulings and interpretations of the Davis -Bacon Act contractor or subcontractors, as appropriate, shall either pay and related acts contained in 29 CFR 1, 3, and 5 are herein the benefit as stated in the wage determination or shall pay incorporated by reference in this contract. another bona fide fringe benefit or an hourly case equivalent thereof. 2. Classification: b. If the contractor or subcontractor, as appropriate, a. The SHA contracting officer shall require that any does not make payments to a trustee or other third person, class of laborers or mechanics employed under the contract, he /she may consider as a part of the wages of any laborer or which is not listed in the wage determination, shall be classified mechanic the amount of any costs reasonably anticipated in in conformance with the wage determination. providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the b. The contracting officer shall approve an additional written request of the contractor, that the applicable standards classification, wage rate and fringe benefits only when the of the Davis -Bacon Act have been met. The Secretary of • following criteria have been met: Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan • (1) the work to be performed by the additional or program. classification requested is not performed by a classification in the wage determination; 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: (2) the additional classification is utilized in the area by the construction industry; a. Apprentices: (3) the proposed wage rate, including any bona (1) Apprentices will be permitted to work at less fide fringe benefits, bears a reasonable relationship to the than the predetermined rate for the work they performed wage rates contained in the wage determination: and when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered (4) with respect to helpers, when such a with the DOL, Employment and Training Administration, Bureau classification prevails in the area in which the work is of Apprenticeship and Training, or with a State apprenticeship performed. agency recognized by the Bureau, or if a person is employed • in his /her first 90 days of probationary employment as an c. If the contractor or subcontractors, as appropriate, apprentice in such an apprenticeship program, who is not the laborers and mechanics Of known) to be employed in the individually registered in the program, but who has been additional classification or their representatives, and the certified by the Bureau of Apprenticeship and Training or a contracting officer agree on the classification and wage rate State apprenticeship agency (where appropriate) to be eligible (including the amount designated for fringe benefits where for probationary employment as an apprentice. • appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and (2) The allowable ratio of apprentices to Hour Division, Employment Standards Administration, journeyman -level employees on the job site in any craft Washington, D.C. 20210. The Wage and Hour Administrator, classification shall not be greater than the ratio permitted to or an authorized representative, will approve, modify, or the contractor as to the entire work force under the registered disapprove every additional classification action within 30 program. Any employee listed on a payroll at an apprentice days of receipt and so advise the contracting officer or will wage rate, who is not registered or otherwise employed as notify the contracting officer within the 30 -day period that stated above, shall be paid not less than the applicable wage additional time is nc asdi rate listed in the wage determination for the classification of work actually performed. in addition, any apprentice performing Page 4 Visitors Center - Wine Country.doc • 73 work on the job site in excess of the ratio permitted under the Administration withdraws approval of a training program, the registered program shall be paid not less than the applicable contractor or subcontractor will no longer be permitted to wage rate on the wage determination for the work actually utilize trainees at less than the applicable predetermined rate performed. Where a contractor or subcontractor is performing for the work performed until an acceptable program is construction on a project on a locality other than that in which approved. its program is registered, the ratios and wage rates (expressed in percentages of the journeyman -level hourly rate) specified c Helpers: in the contractors or subcontractor's registered program shall be observed. Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable (3) Every apprentice must be paid at not less than wage determination or is approved pursuant to the the rate specified in the registered program for the apprentice's conformance procedure set forth in Section IV.2. Any worker level of progress, expressed as a percentage of the listed on a payroll at a helper wage rate, who is not a helper journeyman -level hourly rate specified in the applicable wage under a approved definition, shall be paid not less than the determination. Apprentices shall be paid fringe benefits in applicable wage rate on the wage determination for the accordance with the provisions of the apprenticeship program. classification of work actually performed. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits 5. Apprentices and Trainees (Programs of the U.S. listed on the wage determination for the applicable DOT): classification. If the Administrator the Wage and Hour Division determines that a different practice prevails for the applicable Apprentices and trainees working under apprenticeship and apprentice classification, fringes shall be paid in accordance skill training programs which have been certified by the Secretary with that determination. of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements (4) In the event the Bureau of Apprenticeship and of paragraph 4 of this Section IV. The straight time hourly wage Training, or a State apprenticeship agency recognized by the rates for apprentices and trainees under such programs will be Bureau, withdraws approval of an apprenticeship program, established by the particular programs. The ratio of apprentices the contractor or subcontractor will no longer be permitted to and trainees to journeymen shall not be greater than permitted by utilize apprentices at less than the applicable predetermined the terms of the particular program. rate for the comparable work performed by regular employees until an acceptable program is approved. 6. Withholding: b. Trainees: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be (1) Except as provided in 29 CFR 5.16, trainees will withheld, from the contractor or subcontractor under this contract not be permitted to work at less than the predetermined rate or any other Federal contract with the same prime contractor, or for the work performed unless they are employed pursuant any other Federally - assisted contract subject to Davis -Bacon to and individually registered in a program which has received prevailing wage requirements which is held by the same prime prior approval, evidenced by formal certification by the DOL, contractor, as much of the accrued payments or advances as may Employment and Training Administration. be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or (2) The ratio of trainees to journeyman -level any subcontractor the full amount of wages required by the employees on the job site shall not be greater than permitted contract. In the event of failure to pay any laborer or mechanic, under the plan approved by the Employment and Training including any apprentice, trainee, or helper, employed or working Administration. Any helper listed on the payroll at a trainee on the site of the work, all or part of the wages required by the rate who is not registered and participating in a training plan contract, the SHA contracting officer may, after written notice to approved by the Employment and Training Administration shall the contractor, take such action as may be necessary to cause the be paid not less than the applicable wage rate on the wage suspension of any further payment, advance, or guarantee of determination for the classification of work actually performed. funds until such violations have ceased. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program 7. Overtime Requirements: shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of (3) Every trainee must be paid at not less than the laborers, mechanics, watchmen, or guards (including apprentices, rate specified in the approved program for his /her level of trainees, and helpers described in paragraphs 4 and 5 above) progress, expressed as a percentage of the journeyman- shall require or permit any laborer, mechanic, watchman, or guard level hourly rate specified in the applicable wage determination. in any workweek in which he /she is employed on such work, to Trainees shall be paid fringe benefits in accordance with the work in excess of 40 hours in such workweek unless such laborer, provisions of the trainee program. If the trainee program mechanic, watchman, or guard receives compensation at a rate does not mention fringe benefits, trainees shall be paid the full not less than one - and - one -half times his /her basic rate of pay for amount of fringe benefits listed on the wage determination all hours worked in excess of 40 hours in such workweek. unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated 8. Violation: with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe Liability for Unpaid Wages; Liquidated Damages: In the event benefits for apprentices, in which case such trainees shall of any violation of the clause set forth in paragraph 7 above, the receive the same fringe benefits as apprentices. contractor and any subcontractor responsible thereof shall be liable to the affected employee for his /her unpaid wages. In addition, (4) In the event the Employment and Training Page 5 Visitors Center - Wine Country.doc 74 such contractor and subcontractor shall be liable to the United approved programs shall maintain written evidence of the States (in the case of work done under contract for the District of registration of apprentices and trainees, and ratios and wage Columbia or a territory, to such District or to such territory) for rates prescribed in the applicable programs. liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or c. Each contractor and subcontractor shall furnish, each guard employed in violation of the clause set forth in paragraph 7, week in which any contract work is performed, to the SHA in the sum of $10 for each calendar day on which such employee resident engineer a payroll of wages paid each of its employees was required or permitted to work in excess of the standard work (including apprentices, trainees, and helpers, described in week of 40 hours without payment of the overtime wages required Section IV, paragraphs 4 and 5, and watchmen and guards by the clause set forth in paragraph 7. engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all 9. Withholding for Unpaid Wages and Liquidated of the information required to be maintained under paragraph Damages: 2b of this Section V. This information may be submitted in any form desired. Optional Form WH -347 is available for this purpose The SHA shall upon its own action or upon written request of and may be purchased from the Superintendent of Documents any authorized representative of the DOL withhold, or cause to be (Federal stock number 029- 005- 0014 -1 1, U.S. Government withheld, from any monies payable on account of work performed Printing Office, Washington, D.C. 20402. The prime contractor by the contractor or subcontractor under any such contract or is responsible for the submission of copies of payrolls by all any other Federal contract with the same prime contractor, or any subcontractors. other Federally- assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime d. Each payroll submitted shall be accompanied by a contractor, such sums as may be determined to be necessary to "Statement of Compliance," signed by the contractor or satisfy any liabilities of such contractor or subcontractor for unpaid subcontractor or his/her agent who pays or supervises the wages and liquidated damages as provided in the clause set forth payment of the persons employed under the contract and shall in paragraph 8 above. certify the following: V. STATEMENTS AND PAYROLLS (1) that the payroll for the payroll period contains the information required to be maintained under paragraph (Applicable to all Federal -aid construction contracts exceeding 2b of this Section V and that such information is correct $2,000 and to all related subcontracts, except for projects located and complete; on roadways classified as local roads or rural collectors, which are exempt.) (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract 1. Compliance with Copeland Regulations (29 CFR 3): during the payroll period has been paid the full weekly wages eamed, without rebate, either directly or indirectly, The contractor shall comply with the Copeland Regulations of and that no deductions have been made either directly or the Secretary of Labor which are herein incorporated by reference. indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; • 2. Payrolls and Payroll Records: (3) that each laborer or mechanic has been paid not a. Payrolls and basic records relating thereto shall be less that the applicable wage rate and fringe benefits or maintained by the contractor and each subcontractor during cash equivalent for the classification of worked performed, the course of the work and preserved for a period of 3 years as specified in the applicable wage determination from the date of completion of the contract for all laborers, incorporated into the contract. mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH- b. The payroll records shall contain the name, social 347 shall satisfy the requirement for submission of the • security number, and address of each such employee; his or "Statement of Compliance" required by paragraph 2d of this her correct classification; hourly rates of wages paid Section V. (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types f. The falsification of any of the above certifications described in Section 1 (b)(2)(B) of the Davis Bacon Act); may subject the contractor to civil or criminal prosecution under daily and weekly number of hours worked; deductions made; 18 U.S.C. 1001 and 31 U.S.C. 231. and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether g. The contractor or subcontractor shall make the the employee does, or does not, normally reside in the labor records required under paragraph 2b of this Section V available area as defined in Attachment A, paragraph 1. Whenever the for inspection, copying, or transcription by authorized Secretary of Labor, pursuant to Section IV, paragraph 3b, representatives of the SHA, the FHWA, or the DOL, and shall has found that the wages of any laborer or mechanic include permit such representatives to interview employees during the amount of any costs reasonably anticipated in providing working hours on the job. If the contractor or subcontractor benefits under a plan or program de- scribed in Section 1 fails to submit the required records or to make them available, (b)(2)(B) of the Davis Bacon Act, the contractor and each the SHA, the FHWA, the DOL, or all may, after written notice to subcontractor shall maintain records which show that the the contractor, sponsor, applicant, or owner, take such actions commitment to provide such benefits is enforceable, that the as may be necessary to cause the suspension of any further plan or program is financially responsible, that the plan or payment, advance, or guarantee of funds. Furthermore, failure • program has been communicated in writing to the laborers or to submit the required records upon request or to make such mechanics affected, and show the cost anticipated or the records available maybe grounds for debarment action pursuant actual cost incurred in providing benefits. Contractors or to 29 CFR 5.12. subcontractors employing apprentices or trainees under Page 6 Visitors Center - Wine Country.doc 75 VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA 1. On all Federal -aid contracts on the National Highway contracting officer, or authorized representative, and such consent System, except those which provide solely for the installation of when given shall not be construed to relieve the contractor of any protective devices at railroad grade crossings, those which are responsibility for the fulfillment of the contract. Written consent constructed on a force account or direct labor basis, highway will be given only after the SHA has assured that each subcontract beautification contracts, and contracts for which the total final is evidenced in writing and that it contains all pertinent provisions construction cost for roadway and bridge is less than $1,000,000 and requirements of the prime contract. (23 CFR 635) the contractor shall: VIII. SAFETY: ACCIDENT PREVENTION a. Become familiar with the list of specific materials and supplies contained in Form FHWA -47, "Statement of 1. In the performance of this contract the contractor shall Materials and Labor Used by Contractor of Highway comply with all applicable Federal, State, and local laws governing Construction Involving Federal Funds," prior to the safety, health, and sanitation (23 CFR 635). The contractor shall commencement of work under this contract. provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA b. Maintain a record of the total cost of all materials contracting officer may determine, to be reasonably necessary to and supplies purchased for and incorporated in the work, protect the life and health of employees on the job and the safety and also of the quantities of those specific materials and of the public and to protect property in connection with the supplies listed on Form FHWA -47, and in the units shown on performance of the work covered by the contract. Form FHWA -47. c. Fumish, upon the completion of the contract, to the SHA resident engineer on Form FHWA -47 together 2. It is a condition of this contract, and shall be made a with the data required in paragraph 1 b relative to materials condition of each subcontract, which the contractor enters into and supplies, a final labor summary of all contract work pursuant to this contract, that the contractor and any subcontractor indicating the total hours worked and the total amount eamed. shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, 2. At the prime contractors option, either a single report hazardous or dangerous to his/her health or safety, as determined covering all contract work or separate reports for the contractor under construction safety and health standards (29 CFR 1926) and for each subcontract shall be submitted. promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 VII. SUBLETTING OR ASSIGNING THE CONTRACT U.S. C. 333). 1. The contractor shall perform with its own organization 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract contract work amounting to not less than 30 percent (or a greater that the Secretary of Labor or authorized representative thereof, percentage if specified elsewhere in the contract) of the total shall have right of entry to any site of contract performance to original contract price, excluding any specialty items designated inspector investigate the matter of compliance with the construction by the State. Specialty items may be performed by subcontract safety and health standards and to carry out the duties of the and the amount of any such specialty items per - formed may be Secretary under Section 107 of the Contract Work Hours and deducted from the total original contract price before computing Safety Standards Act (40 U.S.C. 333). the amount of work required to be performed by the contractor's own organization (23 CFR 635). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS a. its own organization "shall be construed to include In order to assure high quality and durable construction in only workers employed and paid directly by the prime conformity with approved plans and specifications and a high contractor and equipment owned or rented by the prime degree of reliability on statements and representations made by contractor, with or without operators. Such term does not engineers, contractors, suppliers, and workers on Federal -aid include employees or equipment of a subcontractor, assignee, highway projects, it is essential that all persons concerned with or agent of the prime contractor. the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or b. "Specialty Items" shall be construed to be limited to misrepresentation with respect to any facts related to the project work that requires highly specialized knowledge, abilities, or is a violation of Federal law. To prevent any misunderstanding equipment not ordinarily available in the type of contracting regarding the seriousness of these and similar acts, the following organizations qualified and expected to bid on the contract as notice shall be posted on each Federal -aid highway project (23 a whole and in general are to be limited to minor components CFR 635) in one or more places where it is readily available to all of the overall contract. persons concerned with the project: 2. The contract amount upon which the requirements set NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID forth in paragraph 1 of Section VII is computed includes the cost of HIGHWAY PROJECTS material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 18 U.S.C. 1020 reads as follows: 3. The contractor shall furnish (a) a competent 'Whoever, being an officer, agent, or employee of the United superintendent or supervisor who is employed by the firm, has full States, or of any State or Territory, or whoever, whether a person, authority to direct performance of the work in accordance with the association, firm, or corporation, knowingly makes any false contract requirements, and is in charge of all construction statement, false representation, or false report as to the character, operations (regardless of who performs the work) and (b) such quality, quantity, or cost of the material used or to be used, or the other of its own organizational resources (supervision, quantity or quality of the work performed or to be performed, or the management, and engineering services) as the SHA contracting cost thereof in connection with the submission of plans, maps, officer determines is necessary to assure the performance of the specifications, contracts, or costs of construction on any highway contract. Page 7 Visitors Center - Wine Country.doc • • • • • 76 or related project submitted for approval to the Secretary of b. The inability of a person to provide the certification Transportation; or set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall Whoever knowingly makes any false statement, false submit an explanation of why it cannot provide the certification representation, false report or false claim with respect to the set out below. The certification or explanation will be character, quality, quantity, or cost of any work performed or to be considered in connection with the department or agency's performed, or materials furnished or to be furnished, in connection determination whether to enter into this transaction. However, with the construction of any highway or related project approved failure of the prospective primary participant to furnish a by the Secretary of Transportation; or certification or an explanation shall disqualify such a person from participation in this transaction. Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or c. The certification in this clause is a material representation report submitted pursuant to provisions of the Federal -aid Roads of fact upon which reliance was placed when the department Act approved July 1, 1916, (39 Stat. 355), as amended and or agency determined to enter into this transaction. If it is later supplemented; determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other Shall be fined not more than $10,000 or imprisoned not more remedies available to the Federal Govemment, the department than 5 years or both." or agency may terminate this transaction for cause of default. X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL d. The prospective primary participant shall provide WATER POLLUTION CONTROL ACT immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary (Applicable to all Federal -aid construction contracts and to all participant learns that its certification was erroneous when related subcontracts of $100,000 or more.) submitted or has become erroneous by reason of changed circumstances. By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction e. The terms "covered transaction," "debarred," "suspended," contractor, or subcontractor, as appropriate, will be deemed to "ineligible," lower tier covered transaction," "participant," have stipulated as follows: "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded, "as used in this clause, 1. That any facility that is or will be utilized in the performance have the meanings set out in the Definitions and Coverage of this contract, unless such contract is exempt under the Clean sections of rules implementing Executive Order 12549. You Air Act, as amended (42 U.S.C. 1857 et seq., as amended by may contact the department or agency to which this proposal Pub.L. 91 -604), and under the Federal Water Pollution Control Act, is submitted for assistance in obtaining a copy of those as amended (33 U.S.C. 1251 et seq., as amended by Pub.L. 92- regulations. 500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on f. The prospective primary participant agrees by submitting the U.S. Environmental Protection Agency (EPA) List of Violating this proposal that, should the proposed covered transaction Facilities pursuant to 40 CFR 15.20. be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, 2. That the firm agrees to comply and remain in compliance suspended, declared ineligible, or voluntarily excluded from with all the requirements of Section 1 14 of the Clean Air Act and participation in this covered transaction, unless authorized Section 308 of the Federal Water Pollution Control Act and all by the department or agency entering into this transaction. regulations and guidelines listed thereunder. g. The prospective primary participant further agrees by 3. That the firm shah promptiy notify the SIIA urine receipt submitting. this proposal that it will include the clause titled of any communication from the Director, Office of Federal Activities, "Certification Regarding Debarment, Suspension, Ineligibility EPA, indicating that a facility that is or will be utilized for the contract and Voluntary Exclusion -Lower Tier Covered Transaction," is under consideration to be listed on the EPA List of Violating provided by the department or agency entering into this Facilities. covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier 4. That the firm agrees to include or cause to be included covered transactions, the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such h. A participant in a covered transaction may rely upon a action as the govemment may direct as a means of enforcing such certification of a prospective participant in a lower tier covered requirements. transaction that is not debarred, suspended, ineligible, or • voluntarily excluded from the covered transaction, unless it XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, knows that the certification is erroneous. A participant may INELIGIBILITY AND VOLUNTARY EXCLUSION decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not 1. Instructions for Certification - Primary Covered required to, check the nonprocurement portion of the "Lists of Transactions: Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is (Applicable to all Federal -aid contracts - 49 CFR 29) compiled by the General Services Administration. a. By signing and submitting this proposal, the i. Nothing contained in the foregoing shall be construed to prospective primary participant is providing the certification require establishment of a system of records in order to render set out below. in good faith the certification required by this clause. The knowledge and information of participant is not required to Page 8 Visitors Center - Wine Country.doc 77 exceed that which is normally possessed by a prudent person including suspension and/or debarment. in the ordinary course of business dealings. c. The prospective lower tier participant shall provide j. Except for transactions authorized under paragraph f of immediate written notice to the person to which this proposal these instructions, if a participant in a covered transaction is submitted if at any time the prospective lower tier participant knowingly enters into a lower tier covered transaction with a learns that its certification was erroneous by reason of person who is suspended, debarred, ineligible, or voluntarily changed circumstances. excluded from participation in this transaction, in addition to other remedies available to the Federal Govemment, the d. The terms "covered transaction," "debarred," depart- mentor agency may terminate this transaction for cause "suspended," "ineligible," "primary covered transaction," or default. "participant," " person," "principal," "proposal, "and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing * * * * * Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy Certification Regarding Debarment, Suspension, of those regulations. Ineligibility and Voluntary Exclusion- Primary Covered Transactions e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered 1. The prospective primary participant certifies its transaction be entered into, it shall not knowingly enter into knowledge and belief, that it and its principals: to the best of its any lower tier covered transaction with a person who is knowledge and belief, that is and its principals: debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless a. Are not presently debarred, suspended, proposed authorized by the department or agency with which this for debarment, declared ineligible, or voluntarily excluded transaction originated. from covered transactions by any Federal department or agency; f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled b. Have not within a 3 -year period preceding this "Certification Regarding Debarment, Suspension, Ineligibility proposal been convicted of or had a civil judgement rendered and Voluntary Exclusion -Lower Tier Covered Transaction," against them for commission of fraud or a criminal offense in without modification, in all lower tier covered transactions connection with obtaining, attempting to obtain, or performing and in all solicitations for lower tier covered transactions. a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust g. A participant in a covered transaction may rely upon a statutes or commission of embezzlement, theft, forgery, certification of a prospective participant in a lower tier covered bribery, falsification or destruction of records, making false transaction that is not debarred, suspended, ineligible, or statements, or receiving stolen property; voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may c. Are not presently indicted for or otherwise criminally decide the method and frequency by which it determines the or civilly charged by a governmental entity (Federal, State or eligibility of its principals. Each participant may, but is not local) with commission of any of the offenses enumerated in required to, check the Nonprocurement List. paragraph 1 b of this certification; and h. Nothing contained in the foregoing shall be construed to d. Have not within a 3 -year period preceding this require establishment of a system of records in order to render application /proposal had one or more public transactions in good faith the certification required by this clause. The (Federal, State or local) terminated for cause or default. knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person 2. Where the prospective primary participant is unable to in the ordinary course of business dealings. certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a * * * * * person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to 2. Instructions for Certification - Lower Tier Covered other remedies available to the Federal Government, the Transactions: department or agency with which this transaction originated may pursue available remedies, including suspension and /or (Applicable to all subcontracts, purchase orders and other debarment. lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. Certification Regarding Debarment, Suspension, Ineligibility Voluntary Exclusion —Lower Tier Covered b. The certification in this clause is a material representation Transactions: and of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective 1. The prospective lower tier participant certifies, by lower tier participant knowingly rendered an erroneous submission of this proposal, that neither it nor its principals is certification, in addition to other remedies available to the presently debarred, suspended, proposed for debarment, declared Federal Govemment, the department, or agency with which ineligible, or voluntarily excluded from participation in this transaction this transaction originated may pursue available remedies, by any Federal department or agency. Page 9 Visitors Center - Wine Country.doc 78 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. ..... XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to at Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be • subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. Page 10 Visitors Center - Wine Country.doc 79 ATTACHMENT A - EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph 1 c shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph 4 below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which he estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, he shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within 1 week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph 1 c above. 5. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. Page 11 Visitors Center - Wine Country.doc • • 80 1 AMENDMENT 2 REQUIRED CONTRACT PROVISIONS 3 FEDERAL -AID CONSTRUCTION CONTRACTS 4 (Exclusive of Appalachian Contracts) 5 6 Under S }inn IV P 2b(4) is d , Paragraph 2b(4) „ � deleted. 7 8 Under Section IV, Paragraph 4, "and helpers" is deleted from the title. 9 10 Under Section IV, Paragraph 4a(1), add: 11 12 The provisions in this section allowing apprentices to work at less than the 13 predetermined rate when they are registered in a bona fide apprenticeship 14 program registered with the U.S. Department of Labor, Employment and 15 Training Administration, or with the Bureau of Apprenticeship and Training, does 16 not preclude a requirement for the Contractor to pay apprentices the full 17 applicable predetermined rate in the event a State Apprenticeship Agency, 18 recognized by the bureau, has not approved, or withdraws approval, of an 19 apprenticeship. 20 21 Under Section IV, Paragraph 4c is deleted. 22 23 Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper". 24 25 Under Section IV, Paragraph 7 is revised by deleting "helpers ". 26 27 Under Section V, Paragraph 2a is revised by deleting "helpers ". 28 29 Under Section V, Paragraph 2d(2) is revisers by rielatin "help 30 31 Amendment to Form FHWA 1273 • 32 Revised June 27, 1994 PART 11 CONTRACT REQUIREMENTS (DIVISION 1) 01010 Summary of Work 01027 Construction Schedule, Schedule of Values, Payments 01030 Basic Bids and Alternates 01035 Project Alteration Procedures 01040 Project Coordination 01090 Applicable Standards and Definitions 01340 Submittals, Shop Drawings, Product Data & Samples 01341 Prevailing Wage Rates 01500 Temporary Facilities and Controls 01710 Cleaning 01720 Project Record Documents 01730 Operation and Maintenance Data 01740 Warranties and Bonds 01750 Contract Closeout 83 SECTION 01010 - SUMMARY OF WORK 1.01 RELATED DOCUMENTS A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A. The Project name is Visitors Information Center, Gateway to Wine Country for the City of Yakima. The project location is 101 North Fair Avenue, Yakima, Washington 98901. The project jurisdiction is City of Yakima. B. Abbreviated Summary of Work: 1. Work includes the construction of a new visitor center facility. 2. The new building is about 1,680 square feet in size. The building is insulated wood frame with exposed, "false" beams. The floor is framed over a crawlspace. The construction type is UBC type V N, non -rated construction. 3. New stucco finish and artificial "stone" veneer will be the exterior finishes. Windows will be pre- finished units. Roof will be a new composition roof system (Alternate Bid for tile roofing). 4. New site work, asphalt and concrete work will need to be completed and tied into existing site work. 5. The interior will be painted GWB walls and ceilings, with carpet and vinyl flooring. 6. New windows and entry doors will be installed. All glazing shall comply with UBC and other applicable safety requirements. 7. The above is an abbreviated summary of the Work. Other provisions and the extent of the Work is indicated in the Contract Documents. C. Contractors Responsibilities: 1. Except as specifically noted, provide and pay for: a. Labor, materials and equipment. b. Tools, construction equipment and machinery. c. Permits and inspection fees, including all those imposed on the project by any entity such as the public jurisdiction(s), utilities and others having a bearing or control over the Work. d. Other facilities and services necessary for proper execution and completion of the Work. 1.02 CONTRACT A. Refer to Section 00500. 1.03 COMPLETION SCHEDULE A. Substantial Completion: All work shall be substantially completed on or before 120 calendar days from the Notice to Proceed. B. Final Completion shall be achieved not less than 30 days from the date of Substantial Completion. Visitors Center - Wine Country.doc 84 1.04 CONTRACTOR USE OF PREMISES A. Confine operations to the site to areas agreed to by the Owner. B. Do not load the structure with weight that will endanger the structure or personnel. C. Assume full responsibility for protection and safekeeping of products stored on premises. D. Take responsibility for dust control measures for dust generated from construction activities. Dust damage and /or costs for cleaning on site or adjacent properties or buildings is the responsibility of the C Meet or exceed the requirements of the Local Clean Air Authority. .. �i � �c� n.� v� the wieai vicar i Air Iul uy. E. In the event that dirt or debris is tracked onto the public roads, clean as directed. 1.05 COORDINATION A. The work of this Contract includes the provision for the coordination of the entire Work of the project including the coordination of work to not interfere with ingress and egress of the Park & Ride Lot. END OF SECTION 01010 Visitors Center - Wine Country.doc 85 SECTION 01027 - CONSTRUCTION SCHEDULE, SCHEDULE OF VALUES, PAYMENTS PART1 GENERAL 1.01 GENERAL DESCRIPTION A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. B. Work included: Prepare and maintain all schedules and reports described in this Section and Supplementary Conditions, in order to adequately plan and execute the Work so that it can be completed within the time frame agreed upon, and to assist the Architect in appraising the reasonableness of the proposed Construction Schedule and in evaluating progress of the Work during the course of demolition. C. The Construction Schedule as approved by the Owner will be an integral part of the Contract, and will establish interim Contract completion dates for the various project activities. D. Time identified for initiating and completing a sequence of work may be used as well by the Owner for executing work by their own forces or for development and execution of contract modifications. 1.02 RELATED SECTIONS A. The following Sections contain requirements that relate to this Section. 1. Section 00800 "Supplementary General Conditions," Paragraph 3.10 for contractor's construction schedules. 2. Section 00800 "Supplementary General Conditions ", Paragraph 8.5.1 for construction time periods. 3. Section 01010 "Summary Of Work" for Date of Substantial Completion. 1.03 SUBMITTALS A. Preliminary Construction Schedule: Within three (3) days after receipt of Notice to Proceed, submit to the Architect for review, four (4) copies of a preliminary Construction Schedule. The purpose of this preliminary schedule is to verify with the Architect the proposed format, activities, milestones, etc., prior to developing the comprehensive project Construction Schedule. B. Construction Schedule: Within ten (10) days after receipt of Notice to Proceed, submit to the Architect four (4) copies of the project's Construction Schedule for review and approval. 1.04 CONSTRUCTION SCHEDULE FORM A. Graphic Content: Prepare schedules in the form of a bar graph. Graphically show the order and the sequence in which each project activity is to be accomplished. Coordinate with all Subcontractors. Use the Schedule of Values as the basis for breaking down the schedule into the various project activities. Identify "float" time and critical milestones. B. Schedule Mark -Ups: Indicate all changes that have occurred since previous submission of initial or updated schedule. Indicate progress of each activity. Show completion dates for each activity. Date each marked -up schedule version. 1.05 SCHEDULE OF VALUES A. General: In order to facilitate evaluation of Payment Requests and Construction Schedules, The Schedule of Values shall be listed in numerical order of the sections of the specifications, and Visitors Center - Wine Country.doc 86 shall include a description of each item and the contract amount for each item. The Schedule of Values shall be dated and signed by the Contractor. Update Schedule of Values as Change Orders affect the Contract Sum. 1.06 PAYMENT REQUESTS A. General: The progress payment cycle is intended to be regular. Each application must be consistent with previous applications and payments. Certain applications for payment, such as the initial annliratinn the application at c completion and the final payment application .. , .., .. ........ ,.. �., �., .. .. . .. .., �., �...� .. .. ........ . ... completion, , ��... .��.. final up involve additional requirements. • B. Payment Application Submittals: As a condition of Architect's consideration and action on payment applications, provide the following listed submittals. At Contractor's option, required submittals may be submitted as many as 7 calendar days prior to the actual payment request in order to minimize delays of payment due to inaccurate or unacceptable submittals. Contractor shall have no claim for damages or other expenses resulting from his failure to provide payment application submittals in condition required by contract documents, as acceptable to Architect and specified herein. C. Payment Application Times: The "date" for each progress "payment" is as indicated in the Owner- Contractor Agreement. The period of construction work covered by each payment request is the period indicated in the Supplementary Conditions. D. Payment Application Forms: Use forms provided by Owner. E. Application Preparation: Except as otherwise indicated, complete every entry provided for on the form, including notarization and execution by authorized persons. Incomplete or inaccurate applications may be returned by Architect without action. Entries must match current data of schedule of values and progress schedule and report. F. Initial Payment Application: The principal administrative actions and submittals which must precede the submittal of Contractor's first payment application can be summarized as follows, but not necessarily by way of limitation: 1. Bonds, Certificates of Insurance, and other required documents. 2. Listing of Subcontractors, principal suppliers, and fabricators. (Submit with Bid Proposal as applicable) 3. Schedule of Values. 4. Copies of acquired building permits and similar authorizations and licenses from governing authorities for current performance of the work including "Intent to Pay Prevailing Wages" forms. G. Application at the Time of Substantial Completion: As a condition of the Architect's consideration and action for the issuance of the Certificate of Substantial Completion and the associated pay application, the requirements and submittals enumerated in Section 01750, Contract Close -Out, shall be submitted. H. Final Payment Application: The administrative actions and submittals which must precede or coincide with submittal of Contractor's final payment application are as required in Section 01750, Contract Close -Out. I. Application Transmittal: Submit four (4) executed copies of each payment application, one (1) copy of which is completed with required attachments. Transmit the copies with a transmittal form listing those attachments, and recording appropriate information related to application in a manner acceptable to Architect. Transmit to Architect by means ensuring receipt within twenty - four hours. END OF SECTION 01027 Visitors Center - Wine Countrv.doc 87 SECTION 01030 - BASIC BID AND ALTERNATES PART1 GENERAL 1.01 RELATED DOCUMENTS A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. 1.02 SUMMARY A. Bid amounts and other various information shall be provided by bidder in blanks indicated on Bid Form, Section 00300, or as modified by addendum. 1.03 BASE BID A. Total Basic Bid shall include all labor and materials required for the General, Mechanical and Electrical work in accordance with the drawings and specifications entitled, except that Alternate Bids shall not be included. 1. Bid amounts and related breakdowns are as indicated on Bid Form 1.04 ALTERNATE AMOUNTS - BID REQUIREMENTS AND STIPULATIONS A. Alternates shall include amounts for all supporting elements of work and other corresponding contract document requirements. 1. Coordinate related work and modify or adjust adjacent work as required to ensure that work affected by each accepted alternate is complete and fully integrated into the project. 2. Include as part of each alternate, miscellaneous devices, appurtenances and similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate. Include modifications to adjacent work required and /or resulting from the work of alternates. 1.05 REINSTATEMENT OF ALTERNATES A. The Owner shall have the right to incorporate into the contract at the bid price, any alternate bid herein listed, if the Owner so notifies him within twenty (20) calendar days after execution of the Contract. PART 2 PRODUCTS (Not applicable, except as specified in Part 3 of this Section.) PART 3 EXECUTION 3.01 SCHEDULE OF ALTERNATES YAKIMA VISITORS CENTER: Alternate No. 1: DEDUCT to provide composite shingle roofing in lieu of tile roofing. Refer to the drawings for items and elements to be included and refer to specifications for technical information. Alternate No. 2: DEDUCT to provide vinyl windows in lieu of wood clad windows. Refer to the drawings for items and elements to be included and refer to specifications for technical information. Alternate No. 3: ADD to provide casework at perimeter of entry and reception area. Refer to the drawings for items and elements to be included and refer to specifications for technical information. Visitors Center - Wine Country.doc 88 Alternate No. 4: ADD to provide latticework at exterior elevations. Refer to the drawings for items and elements to be included and refer to specifications for technical information. Alternate No. 5: DEDUCT to exclude the portion of the asphalt parking lot and asphalt drive lane along with associated gravel base to the point equal to the face of the south edge of the proposed structure. Refer to the drawings for specified limits of item. Alternate No. 6: DEDUCT to exclude the Trellises on the north and west of the building. The work for the east side of the buiiding trellis shaii remain as part of the work. Refer to the drawings for specified limits of item. Bid I L � be The alternate section of the aid Proposal sheets must be completed for a bid to be considered. Failure to complete this section of the bid shall deem a bid non - responsive. END OF SECTION 01030 Visitors Center - Wine Country.doc • 89 SECTION 01035 - PROJECT ALTERATION PROCEDURES PART1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to work of this Section. 1.02 DESCRIPTION OF REQUIREMENTS A. Requirements and established standards for coordination and provision of interfaces between existing construction to remain and new work, include, but are not limited to: 1. Alignment and interfacing of new work with existing. 2. General requirements for compatibility of new materials with existing and attachment of new work to existing. 3. Restoration and /or correction of existing work removed or damaged as a result of work on this contract or work that has been rejected. 1.03 QUALITY ASSURANCE A. Comply with applicable referenced codes, rules, regulations and required approvals by local authorities for each occurrence and condition of work described in this section. PART 2 PRODUCTS 2.01 GENERAL A. Provide new materials which are compatible with existing materials and /or substrates to which they are to be applied or attached. 1. Full restoration of damaged or rejected site work and full restoration of damaged or rejected new work is the obligation and responsibility of the Contractor. 2.02 PRODUCTS FOR PATCHING WORK A. Match existing products and work for patching where practical, except as otherwise indicated. PART 3 EXECUTION 3.01 PREPARATION A. Cut, move or remove items as necessary for access to damaged or rejected work; replace and fully restore all aspects of area(s) to prime condition at completion. B. Remove and properly dispose of all debris and abandoned items from area and from concealed spaces. C. Prepare surfaces and remove surface finishes to provide for proper installation of new work and new finishes. 3.02 INSTALLATION A. Coordinate work to expedite completion sequentially and to accommodate Owner occupancy. Sequence and schedule work to minimize construction traffic in Owner occupied spaces. Visitors Center - Wine Country.doc 90 B. Remove, cut, and patch work in a manner to minimize damage and to provide means of restoring products, finishes, surfaces, systems, etc. to match original conditions as acceptable to Owner and Architect. 1. Restore all systems to working condition acceptable to the Architect. C. Provide products and materials as specified in individual Sections and /or as required to result in finished appearance and function acceptable to Owner and Architect. Verify and coordinate exact existing conditions with details as drawn. if no detail is drawn for a specific condition, verify, with Architect, a similar detail and adjust to fit the condition at no extra cost to the contract. 3.03 TRANSITIONS A. Where new work abuts or is indicated to align with existing, make a smooth and even transition. Patched work shall match existing adjacent work in texture and appearance. 1. Shim, fill and install multiple layers of materials as necessary to result in uniform appearance of finished work. B. Where removal or demolition of portions of existing work result in misalignment of and /or exposure of damaged or irregular surfaces, smoothly transition and repair to tolerances specified for new work. C. When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along straight line at natural line of division as acceptable to Architect. D. Where repair work is necessary within existing surfaces, finish entire surface to match new work. 3.04 REPAIR OF DAMAGED SURFACES A. Patch or replace portions of surfaces that are damaged, lifted, discolored, or showing other imperfections that are the result of work of the contract. 1. Patching procedure must result in a surface or finish that exactly matches existing work. on- matching work will be the basis for rejection. 3.05 FINISHES A. Finish patchings to produce uniform finish and texture over entire area. When textures or colors cannot be matched, retexture and repaint entire surface to nearest intersections. 3.06 CLEANING A. In addition to cleaning specified in other Division 1 sections and for specific work specified in Divisions 2 through 16, expertly clean Owner - occupied areas of construction debris daily. END OF SECTION 01035 • Visitors Center - Wine Country.doc 91 SECTION 01040 - PROJECT COORDINATION PART 1 GENERAL 1.01 RELATED DOCUMENTS A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. 1.02 DESCRIPTION OF WORK A. The Contractor is responsible for overall coordination of the project. B. Administrative and supervisory requirements necessary for coordination of work on the project include but are not necessarily limited to the following: 1. Coordination. 2. Project meetings. 3. Administrative and supervisory personnel. 4. Project layout and records. 5. Limitations for use of site. 6. General installation provisions. 7. Cleaning and protection of new and adjacent existing materials. 1.03 COORDINATION • A. It is the responsibility of the Contractor to: 1. Coordinate construction activities included under various sections of these Specifications to assure efficient, orderly, and correct installation of each part of the work provided. 2. Coordinate construction operations included under different sections of the Specifications that are dependent upon each other for proper selection, installation, connection, and operation. 1.04 PROJECT MEETINGS A. General: 1. Project meeting to be conducted throughout the construction period. Project meetings include: a. Pre - Construction Conference. b. Progress Meetings. c. Coordination Meetings. B. Pre - Construction Conference 1. Schedule a Pre - Construction Conference at the project site per the "Project Design." 2. Attendees: The Owner, Architect and appropriate consultants, the Contractor and superintendent, major subcontractors and other concerned parties shall each be represented at conference by persons familiar with the work. Visitors Center - Wine Country.doc 92 C. Coordination Meetings 1. Contractor to hold coordination meeting with subcontractors at a minimum of once a week to assure uninterrupted progress of the work. 2. Attendees: Include those involved in planning or coordinating their portion of the work. 3. Agenda a. Resolve coordination problems. b. Review scheduling. n Rake de or take actice,., r u ! t n g I n ; p o f Flw or k V. IVIq f�G 4cl..IJI V1 � VI tq nG GIi LI Vi � � eJUIUI IIJ, lily Vol Illl IUGV t.Jl Vgl eJS VI U the VVVI I�. d. Record results and distribute information covered to participants, the Architect, and the Owner. 1.05 LIMITATIONS ON USE OF THE SITE A. General: Limit activity and construction traffic to the confines of immediate areas of improvement work and other areas as arranged with and approved by the Owner. 1. Refer to other Sections and Drawings for site usage limitations, security of facilities, and temporary facility requirements. 2. Indicate limitations of site usage and control in "Work Plan." PART 2 PRODUCTS (Not applicable) PART 3 EXECUTION 3.01 CLEANING AND PROTECTION • A. General: During progress of work at the project site, protect work adjoining the site on the basis of continuous maintenance. B. Limiting Exposures of Work: Supervise performance of the work in such a manner and by such means which will ensure that none of the site will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period. C. Contractor shall maintain site and materials stored on site to be neatly and safely stored, and all debris and waste removed. D. Provide continuous dust abatement during demolition operations and /or when traffic is on site. 3.02 RESTORATION A. Contractor shall be responsible to restore site areas, and off -site areas (as applicable), utilities, systems, surfaces, finishes, etc. to conditions as indicated. B. Systems, utilities or other items interrupted or affected by construction shall be restored to useable condition as soon as possible. Areas, surfaces, finishes, and the like affected by or damaged by the interruption of services or caused by construction activities shall be restored to existing condition at the expense of the contractor, whether on -site or off -site. END OF SECTION 01040 Visitors Center - Wine Country.doc 93 SECTION 01090 - APPLICABLE STANDARDS AND DEFINITIONS PART 1 GENERAL 1.01 DESCRIPTION A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. B. Reference is made to Codes and Standards which establish qualities and types of workmanship and materials, and which establish methods for testing and reporting on the pertinent characteristics. C. Where materials or workmanship are required by these Contract Documents to meet or exceed a specific local Code or Standard, it is the Contractor's responsibility to provide materials and workmanship that meet or exceed the specific local Code or Standard. D. It is also the Contractor's responsibility to deliver to the Architect all required proof that the materials or workmanship or both meet or exceed the requirements of the specific Code or Standard. E. Specific naming of Codes or Standards occurs on the Drawings and in other Sections of these Specifications. 1.02 QUALITY ASSURANCE A. Familiarity with pertinent Codes and Standards: It is the Contractor's responsibility to verify the detailed requirements of the specifically named Codes and Standards and to verify that the items procured for use in this Work meet or exceed the specified requirements. B. Non - complying items: The Architect reserves the right to reject items incorporated into the Work which fail to meet the specified minimum requirements. The Architect further reserves the right, and without prejudice to other recourse the Architect may take, to accept non - complying items subject to an adjustment in the Contract Amount as approved by the Architect and the Owner. C. Applicable Standards listed in these Specifications include, but are not necessarily limited to, standards promulgated by the following agencies and organizations: 1. AASHTO • American Association of State Highway and Transportation Officials, 341 National Press Building, Washington D.C. 20004 2. ACI • American Concrete Institute, Box 10150, Redford Station, Detroit, Michigan 48219 3. AISC • American Institute of Steel Construction, Inc., 1221 Avenue of the Americas, New York, New York 10020 4. ANSI • American National Standards Institute (successor to USASI and ASA) 1430 Broadway, New York, New York 10018 5. ASTM • American Society for Testing and Materials, 1916 Race Street, Philadelphia, Pennsylvania 19103 6. AWS • American Welding Society, Inc., 2501 N.W. 7th Street, Miami, Florida 33125 7. AWWA • American Water Works Association, Inc., 6666 West Quincy Avenue, Denver, Colorado 80235 Visitors Center - Wine Country.doc 94 8. CRSI • Concrete Reinforcing Steel Institute, 228 North LaSalle Street, Chicago, Illinois 60610 9. CS • Commercial Standard of NBS, U.S. Department of Commerce, Government Printing Office, Washington D.C. 20402 10. FGMA • Flat Glass Marketing Association, 3310 Harrison, Topeka, Kansas 66611 11. NAAMM • The National Association of Architectural Metal Manufacturers, 1033 South Boulevard, Oak Park, Illinois 60302 12. NEC • National Electrical Code (see NFPA) 13. NEMA • National Electrical Manufacturers Association, 155 East 44th Street, New York, New York 10017 14. NFPA • National Fire Protection Association, 470 Atlantic Avenue, Boston, Massachusetts 02210 15. OSHA • Occupational Safety and Health Administration (U.S. Dept. of Labor) Government Printing Office Washington, D.C. 20402 16. SDI • Steel Deck Institute, 135 Addison Avenue, Elmhurst, Illinois 60125 17. SSPC • Steel Structures Painting Council, 4400 5th Avenue, Pittsburgh, Pennsylvania 15213 18. TCA • Tile Council of American, Inc., P.O. Box 326, Princeton, New Jersey 08540 19. UL • Underwriters' Laboratories, Inc., 207 East Ohio Street, Chicago, Illinois 60611 20. Fed Specs and Fed Standards • Specifications Sales (3FRI), Bldg. 197 Washington Navy Yard, General Services Administration, Washington D.C. 20407 21. MIL -SPECS • Military Specifications, Superintendent of Documents, U.S. Government Printing Qffira Wnthin.tnn rl f` 20402 22. UBC • Uniform Building Code, International Conference of Building Officials, 5360 South Workman Mill Road, Whittier, California 90601 D. State Governmental Agencies & Definitions: RCW Revised Code of Washington WAC Washington Administrative Code WSEO Washington State Energy Office WISHA Washington Industrial Safety and Health Act 1.03 DEFINITIONS A. General: Basic contract definitions are included in the Conditions of the Contract. B. Page Numbering /End of Section: The last page of each section is indicated by text "END OF SECTION ". Bidders, Contractor(s) and subcontractors shall verify that their copies of Project Manual contains no missing or out of sequence pages. Visitors Center - Wine Country.doc 95 C. Overlapping and Conflicting Requirements: Where compliance with 2 or more industry standards are required and overlapping of those different standards or requirements establishes different or conflicting minimums or levels of quality, the most stringent requirement (which is generally recognized to be also most costly) is intended and will be enforced, unless specifically detailed language written into contract documents (not by way of reference to an industry standard) clearly indicates that a less stringent requirement is to be fulfilled. Refer apparently - equal -but- different requirements, and uncertainties as to which level of quality is more stringent, to Architect for a decision before proceeding. D. "Approved ": The term "approved," when used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. The same definition is applied to the Owner's actions requiring "approval ". E. "As Required ": "As required" is defined as a specific direction, under the Contract, obligating the Contractor to perform all work necessary and to take all steps required, without limit, to properly complete an operation or operations, a system or systems, an assembly or assemblies, a process or processes, etc., etc. in order to properly execute and complete the Work in the context of the Contract Documents. F. "Complying Example ": The term "complying example" is used for products, materials or systems specifically used in the design of the Work. Other products, materials or systems must meet the intended use of the complying example. If the Contractor chooses to use a substitute in lieu of the complying example, then all associated costs, including those related to redesign and schedule, are the sole responsibility of the Contractor. G. "Design Standard ": The term "design standard" references a manufacturer that produces products, materials, systems, etc. that has been incorporated in the design of the Work. The Owner does not warrant that other listed manufacturers produce products, materials, systems, etc. able to meet the design standard. If the Contractor chooses to use the products, materials, systems, etc. of one of the other listed manufacturers, then the Contractor must be satisfied that the alternate product, material, or system will fulfill the Contract requirements. The Contractor shall be responsible for all associated costs, including those relating to redesign and schedule.' H. "Directed ": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by the Architect, requested by the Architect, and similar phrases and is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. The same definition is applied to the Owner's actions regarding "direction ".. I. "Float Time ": The term "float time" is the period of time measured by the number of calendar days each non - critical path activity may be delayed before its succeeding activities become part of the critical path. Unless otherwise indicated, the float time referenced in these documents is total float. If a non - critical path activity is delayed beyond its float period, that activity then becomes part of the critical path and controls the end date of the project. The delay of a non- critical path activity beyond its total float period will cause delay to the project itself, provided another activity is not subsequently delayed and causes a different critical path. Note that the float times indicated in the approved schedule is "owned" by the project. J. "Furnish ": The term "furnish" means supply and deliver to the Project Site, ready for unloading, unpacking, assembly, installation, and similar operations. K. "Indicated ": The term "indicated" refers to graphic representations, notes, or schedules on the Drawings, or other paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" shall be interchangeable with the term "indicated" and are used to help the reader locate the reference. Location within the Contract Documents is expressly not limited. L. "Inspection ": An inspection conducted by the Architect, Owner's representative, and consultants is defined as the critical observation and /or critical review of work completed or in progress to Visitors Center - Wine Country.doc 96 determine the general compliance with Contract requirements. Inspections by the Architect, Owner's representative, and consultants do not include a requirement for testing of materials, products, construction of assemblies, and the like, and such inspections do not relieve Contractor from compliance with Contract Documents. Inspections by governmental authorities will be conducted according to the requirements of such governmental entities for the purpose of construction compliance with applicable codes, regulations, and ordinances, and such inspections shall be their sole responsibility. M. "install": The term "install" describes operations at the Project Site including the actual unloading, unpacking, assembly, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. N. "Installer": An installer is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, or similar operations. Installers are required to be experienced in the operations they are engaged to perform. O. "Provide ": The term "provide" means to furnish and install, complete and ready for the intended use. P. "Reference ": The term "reference" refers to publications or other documents and materials that are related in some way to the project scope of work. A total "reference" may or may not be incorporated in the Contract. However, specific knowledge of a reference or reference materials may be inferred to be contractually required or be required in order to properly enter a bid. Q. "Regulations ": The term "regulations" includes codes, laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. 1.04 DRAWING SYMBOLS AND ABBREVIATIONS: A. General: Bidders shall clarify during Bidding, the intent and the meaning of symbols and • abbreviations to their satisfaction prior to submitting bids. Misinterpretation of meaning of symbols and abbreviations and to the extent to which they apply shall not constitute the basis of claims for extra payment for provision of work consistent with the intent of the contract documents. 1.05 IMfI ACTON QT.A-.NDARDS A. Applicability of Standards: Except where more explicit or stringent requirements are written into the contract documents, applicable construction industry standards have the same force and effect as if bound into or copied directly into the contract documents. Such industry standards are made a part of the contract documents by reference. 1.06 GOVERNING REGULATIONS /AUTHORITIES A. General: The Architect has contacted governing authorities where necessary to obtain information needed for the purpose of preparing contract documents; recognizing that such information may or may not be of significance in relation to Contractor's responsibilities for performing the work. Contractor shall contact governing authorities directly for necessary information and decisions having a bearing on the performance of the work. 1.07 SUBMITTALS A. Permits, Licenses and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work. • Visitors Center - Wine Country.doc 97 PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 TOLERANCES A. All workmanship completed and materials or products provided and incorporated into the project must meet, as a minimum, industry standards and limitations as set for by the respective institute, organization or national body representing the collective interest of that specific product, material and /or construction method or process as noted and included, but not limited to, inclusion in Paragraph 1.02 C of this Section. END OF SECTION 01090 Visitors Center - Wine Country.doc • 98 SECTION 01340 - SUBMITTALS, SHOP DRAWINGS, PRODUCT DATA & SAMPLES 1.01 GENERAL DESCRIPTION A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. B. Submittals (shop drawings, product data, and samples) are a means of communication between the subcontractors, suppliers, material suppliers, etc., and the Contractor in order to relate detailed installation information, dimensional information, materials, quantities, etc., as it pertains to the portion o f the work part o f th all work. R EFE R T 7 11 and n 12 OF T to their pvi uVl � of the VVVI n as a pal t of the overall V1IVI n. REFER I V J. I I al IU J. I L OF THE GENERAL CONDITIONS. C. Refer to Section 01090 "Applicable Standards" for definitions. 1.02 QUALITY ASSURANCE A. Contractor shall coordinate each submittal with other appropriate work. Do not make submittals without complete review of other pertinent information. B. Contractor must verify that each submittal conforms in all respects with the Contract Documents. C. Contractor is responsible to review, verify information, check coordination between all involved portions of the Work. D. Contractor must sign each submittal certifying that the above review and coordination has taken place. E. A submittal without signature and /or Contractor's approval; or a signed submittal without evidence of review and coordination, will be returned without action. F. Submittals with initials and /or the contractors stamp and signature will mean "Approved By Contractor" as required and identified in Articles 3.12.5, 3.12.7 and 3.12.8 of the General Conditions. G. Shop drawings and /or submittals may be required to be produced but may not be required to be rcvic.A.u.d by th Architect 1.03 CERTIFICATES OF COMPLIANCE A. Certify that all materials used in the Work comply with all specified provisions thereof. Certification shall not be construed as relieving the Contractor from furnishing satisfactory materials if, after tests are performed on selected samples, the material is found to not meet specified requirements. B. Certificates of Compliance: Upon completion of the Work, and as a condition of its acceptance, submit to the Architect all Certificates of Compliance. 1.04 SUBMITTAL SCHEDULE A. General: Compile a complete and comprehensive schedule of all submittals anticipated to be made during progress of the Work and coordinate and review with the Architect. B. Coordination: Coordinate the schedule with all necessary Subcontractors and material suppliers. Group submittals with those that affect the other(s). 1. Architect will review submittal, as appropriate, when all other pertinent submittals and /or information is available for review. Visitors Center - Wine Country.doc • • 99 2. Coordinate shop drawings, submittals, and samples that require color selections. Architect may not process such submittals without complete and coordinated information. C. Revisions: Mark -up the schedule as necessary to reflect conditions and sequences. Submit schedules to the Architect for review and comment as specified. 1.05 SHOP DRAWINGS AND COORDINATION DRAWINGS A. Shop Drawings: Scale and make all Shop Drawings accurate to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the Work. B. Type of prints required: Submit all Shop Drawings in the form of one sepia transparency or copy of each sheet plus two prints of each sheet; minimum size: 8 1/2" x 11 "; maximum size: project drawing sheet size. Note: Please attempt to submit drawings and information on 8 1/2" x 11" or 11" x 17" size sheets. Architect will mark -up a maximum of 3 copies total; Consultants 4 copies total. C. Reproduction of review Shop Drawings: All review comments by the Architect will be shown on the (one) sepia transparency or the submitted (one) copy when it is returned to the Contractor. The Contractor shall make and distribute all copies required for his purposes. 1. Architect will stamp copies and mark action as appropriate. 1.06 MANUFACTURER'S LITERATURE A. General: Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly indicate which portion of the contents is being submitted for review. B. Number of copies required: Submit the number of copies which are required to be returned plus two copies which will be retained by the Architect. 1.07 SAMPLES A. Accuracy of samples: Samples shall be of the precise article proposed to be furnished. B. Number of samples required: Unless otherwise specified, submit all Samples in the quantity which is required to be returned plus two which will be retained by the Architect. C. Re -use of samples: In situations specifically approved by the Architect, the Architect's retained sample may be used in the construction as one of the installed items. D. Identify in typed print on each sample the project name and architect's project number, specification section number, manufacturer's name, product name, product number and space for architect's review stamp. 1.08 COLORS AND PATTERNS A. Whenever a choice of color or pattern is available in a specified product, submit accurate color and pattern charts to the Architect for review and selection or confirmation if color or pattern has been specified. 1.09 SUBSTITUTIONS A. The Contract is based on the Standards of Quality established in the Contract. All products to be used shall either be referenced in the Technical Specifications under Specific /Respective Sections and /or by approval as acknowledged. The Contractor shall submit no other products. 1. Refer to definitions of "Complying Example" and "Design Standard ". B. The Architect shall review submittals before the product is incorporated into the Work. The decision of the Architect shall be final. • Visitors Center - Wine Country.doc 100 C. The Contractor is specifically directed to the contents of Section 00100 - Instructions to Bidders and Section 01631 - Substitutions and Product Options. D. "Or approved ": Where the phrase "or approved" occurs in the Contract Documents, do not assume that proposed alternate materials, equipment or methods (substitutions) will be approved as equal, unless the item has been specifically allowed to be incorporated into the Work by the Architect. 1. Refer to definitions of "Cornpiying Exampie" and "Design Standard". 1.10 IDENTIFICATION OF SUBMITTALS A. General: Accompany each submittal with a letter of transmittal containing all pertinent information required for identification and checking of submittals. Architect and Contractor will coordinate numbering of submittals. B. Submittal log: Maintain an accurate submittal log for the duration of the Contract, showing current status of all submittals at all times. Make the submittal log available for the Architect's review upon request. 1.11 ARCHITECT /ENGINEERS REVIEW TIME A. Allow approximately two weeks for the Architect/Engineers initial processing of each submittal. Allow a longer time period where processing must be delayed for coordination with subsequent color selection /submittals or by reviews required of the Owner. The Architect/Engineer will advise the Contractor when it is determined that a submittal being processed must be delayed for coordination /review. B. Allow at least one week or more for processing each resubmittal. C. No extension of time will be authorized because of the Contractor's failure to transmit submittals to the Architect/Engineer sufficiently in advance of the work, or for return and resubmittai of submittals which have not been adequately checked by the Contractor. D. For Work designed by professional consultant engineers as listed, make submissions directly to consultant, and simultaneously submit duplicate of transmittal letter to Architect. 1 12 SIIRMITTAI PR(V'FCCIAIr RESPON SIRILITIES : A. General: Review of each submittal by the Architect and the Engineer shall not be construed as a complete or comprehensive check. The Architect/Engineer review shall not relieve the Contractor from responsibility for errors which may exist in the submittal. B. Contractor Responsibilities: 1. Review Shop Drawings, Product Data and Samples prior to submission. 2. Determine and Verify: a. Field measurements. b. Field construction criteria. c. Catalog numbers and similar data. 3. Coordinate each submittal with requirements of Work and of Contract Documents. 4. Begin no fabrication or work nor order materials which require submittals until return of submittals with the Contractor's and Architect's stamp with initials or signature indicating review. Visitors Center - Wine Country.doc 101 5. The Architect, when submittals are received, will review the submittal or transmit the submittal to the appropriate consultant(s) for review. After review by the Contractor, the Architect (or consultant) will review the submittal and will return the documents to the Contractor, stamped and with an indication of one of the following actions: No Exceptions Taken Note Markings Rejected Resubmit Comments Attached Date By a. Stamp "No Exception Taken ". No corrections or re- submissions noted (other than those indicated by Contractor); fabrication or construction may proceed at Contractor's direction. b. Stamp "Note Markings" and "Comments Attached ". No re- submission required. Fabrication or construction may proceed in the basis that corrections noted are incorporated in the Work. If the contractor cannot comply or disagrees with the corrections noted, he shall revise the submittal and resubmit before directing fabrication. c. Stamp "Resubmit ": Re submission required. Fabrication or construction shall not proceed. Revise submittal as indicated. d. Stamp "Rejected ": Re submission required. Fabrication shall not proceed. Revise in accordance with Contract Documents. Review cannot proceed because minimum requirements have not been met. 6. Following the Architect's review, the Contractor shall review prior to distribution of copies and direction to the sub - contractor, fabricator, and /or suppliers. a. After Contractor's final review, distribute copies of shop drawings and product datum, as "For Distribution ", which carry Architect's stamp, to: (1) Contractors files, including job site file. (2) Subcontractors, suppliers and fabricators as required. b. Distribute samples as directed. 1.13 BROCHURES, COLORS, ETC. A. Number of Copies: Submit the number of copies which are required to be returned plus two (2) copies which will be retained by Architect/Consultants. B. Brochures, colors and similar submittals will be required for the following in addition to those noted in specification sections when included in project: 1. Lighting Fixtures & Electrical Trim 2. Mechanical Equipment & Exposed Trim 3. Communication, Signal, Fire Alarm and Other Low Voltage Systems 4. Plumbing Fixtures 5. Exterior finishes 6. Cabinets and counters 7. Floor finishes 8. Wall paint colors and textures 9. Windows and window trim 10. Interior doors and hardware 11. Exterior handrailing 12. Landscaping irrigation system 13. Interior accent lighting fixtures END OF SECTION 01340 Visitors Center - Wine Country.doc 102 • Visitors Center - Wine Country.doc 103 SECTION 01341 — PREVAILING WAGE RATES PART 1 - General GENERAL REQUIREMENTS RCW 39.12.030 requires that the public agencies print these prevailing wage rates in contract specifications. Wage Rates immediately follow this Section END OF SECTION 01341 Visitors Center - Wine Country.doc 104 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein. The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department o I a h o r and Industries, are included ' these contract documents. Department , included in a �coc cviiu At,t UVI.UI I ICI IIJ. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to: Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504 -4540 Telephone: 360 - 902 -5335 Visitors Center - Wine Country.doc 105 State of Washington State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. YAKIMA COUNTY Effective 08 -31 -02 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $24.98 1M 5D BOILERMAKERS JOURNEY LEVEL $38.71 1B 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $32.37 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $19.24 1 CARPENTERS ACOUSTICAL WORKER $28.80 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $35.77 1M 5D CARPENTER $28.54 IM 5D CREOSOTED MATERIAL $28.64 1M 5D DRYWALL APPLICATOR $28.54 1M 5D FLOOR FINISHER $28.67 1M 5D FLOOR LAYER $28.67 1M 5D FLOOR SANDER $28.67 1M 5D MILLWRIGHT $36.77 IM 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $35.97 IM 5D SAWFILER 828.67 1M 5D SHINGLER $28.67 1M 5D STATIONARY POWER SAW OPERATOR $28.67 1M 5D STATIONARY WOODWORKING TOOLS $28.67 1M 5D CEMENT MASONS JOURNEY LEVEL $16.85 1 DIVERS & TENDERS DIVER $77.02 1M 5D 8A DIVER TENDER $38.73 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $37.22 1B 5D 8L ASSISTANT MATE (DECKHAND) $36.78 IB 5D 8L BOATMEN $37.22 1B 5D 8L ENGINEER WELDER $37.27 1B 5D 8L LEVERMAN, HYDRAULIC $38.66 1B 5D 8L MAINTENANCE $36.78 IB 5D 8L MATES $37.22 1B 5D 8L OILER $36.88 1B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $26.03 IP 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 • Visitors Center - Wine Country.doc 106 YAKIMA COUNTY Effective 08 -31 -02 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE JOURNEY LEVEL 839.24 1J 5Z ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $44.01 4A 5A CERTIFIED LINE WELDER $40.40 4A 5A GROUNDPERSON $29.62 4A 5A HEAD GROUNDPERSON $31.13 4A 5A HEAVY LINE EQUIPMENT OPERATOR $40.40 4A 5A JACKHAMMER OPERATOR $31.13 4A 5A JOURNEY LEVEL LINEPERSON $40.40 4A 5A LINE EQUIPMENT OPERATOR $34.44 4A 5A POLE SPRAYER $40.40 4A 5A POWDERPERSON $31.13 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS CONSTRUCTOR $32.24 4A 6Q MECHANIC $43.50 4A 6Q MECHANIC IN CHARGE $48.01 4A 6Q PROBATIONARY CONSTRUCTOR $16.72 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.65 1 LABORER $6.90 1 PRODUCTION WORKER $7.15 1 FENCE ERECTORS FENCE ERECTOR $21.64 1 FLAGGERS JOURNEY LEVEL $23.26 1M 5D GLAZIERS JOURNEY LEVEL $19.41 IB 6I HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC 837.93 IF 5E HEATING EQUIPMENT MECHANICS MECHANIC $18.45 1J 5A HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $25.46 1M 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INSPECTION /CLEANING /SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $6.90 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL 832.91 1 Visitors Center - Wine Country.doc 107 YAKIMA COUNTY Effective 08 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code IRONWORKERS JOURNEY LEVEL $37.17 1B 5A LABORERS ALL CLASSIFICATIONS $18.12 1 LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $24.98 1M 5D PIPE LAYER $25.46 1M 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $7.38 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $15.45 1 LANDSCAPING OR PLANTING LABORERS $7.63 1 LATHERS JOURNEY LEVEL $28.54 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 MODULAR BUILDINGS JOURNEY LEVEL $14.11 1 PAINTERS JOURNEY LEVEL $20.05 1 PLASTERERS JOURNEY LEVEL $37.48 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $42.44 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $35.14 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $37.60 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $38.04 IT 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $38.54 1T 5D 8L BACKHOES, (75 HP & UNDER) $37.24 IT 5D 8L BACKHOES, (OVER 75 HP) $37.60 1T 5D 8L BARRIER MACHINE (ZIPPER) $37.60 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $37.60 IT 5D 8L BELT LOADERS (ELEVATING TYPE) $37.24 IT 5D 8L BOBCAT $35.14 IT 5D 8L BROOMS $35.14 1T 5D 8L BUMP CUTTER $37.60 IT 5D 8L CABLEWAYS $38.04 IT 5D 8L CHIPPER $37.60 IT 5D 8L COMPRESSORS $35.14 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $35.14 1T 5D 8L CONCRETE PUMPS $37.24 IT 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $37.60 1T 5D 8L CONVEYORS $37.24 IT 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $37.24 IT 5D 8L Visitors Center - Wine Country.doc 108 YAKIMA COUNTY Effective 08 -31 -02 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CRANES, 20 - 44 TONS, WITH ATTACHMENTS S37.60 1 T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB 838.04 IT 5D 8L WITH ATACHMENTS) . CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB WITH $38.54 I T 5D 8L ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB WITH 839.04 IT 5D 8L ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $35.14 1T 5D 8L CRANES, A- FRAME, OVER 10 TON 837.24 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $39.54 IT 50 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) 837.60 IT 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $38.04 I T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) 838.54 IT 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $38.54 IT 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $39.04 1T 5D 8L CRUSHERS $37.60 IT 5D 8L DECK ENGINEER/DECK WINCHES (POWER) 837.60 IT 5D 8L DERRICK, BUILDING $38.04 IT 5D 8L DOZERS, D -9 & UNDER $37.24 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $37.24 I T 5D 8L DRILLING MACHINE $37.60 IT 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $35.14 I T 5D 8T_ EQUIPMENT SERVICE ENGINEER (OILER) $37.24 IT 5D 8L FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP 837.60 IT 5D 8L FORK LIFTS, (3000 LBS AND OVER) $37.24 IT 5D 8L FORK LIFTS, (UNDER 3000 LBS) $35.14 1T 5D 8L GRADE ENGINEER $37.24 1T 5D 8L GRADECHECKER AND STAKEMAN $35.14 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TI IGGFRS 837 24 1T 5D oL HORIZONTAL/DIRECTIONAL DRILL LOCATOR $37.24 1 T 5D 8L HORIZONTAL/DIRECTIONAL DRILL OPERATOR $37.60 I T 5D 8L HYDRALIFTS/BOOM TRUCKS (10 TON & UNDER) $35.14 IT SD 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) 837.24 I T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $38.04 IT 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $38.54 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED 837.60 IT 5D 8L LOCOMOTIVES, ALL $37.60 IT 5D 8L MECHANICS, ALL (WELDERS) $37.60 IT 50 8L MIXERS, ASPHALT PLANT $37.60 I T 5D 8L MOTOR PATROL GRADER (FINISHING) 837.60 IT 5D 8L MOTOR PATROL GRADER (NON- FINISHING) $37.24 1T 50 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $38.04 I T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $35.14 IT 5D 8L OPERATOR PAVEMENT BREAKER 835.14 IT 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $37.60 IT 5D 8L PLANT OILER (ASPHALT CRUSHER) $37.24 I T 5D 8L POSTHOLE DIGGER, MECHANICAL 835.14 IT 5D 8L POWER PLANT 835.14 1T 5D 8L PUMPS, WATER $35.14 1T 5D 8L QUAD 9, D -10, AND HD -41 $38.04 1T 5D 8L Visitors Center - Wine Country.doc 109 YAKIMA COUNTY Effective 08 -31 -02 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING EQUIP $38.04 I T 5D 8L RIGGER AND BELLMAN $35.14 I T 5D 8L ROLLAGON $38.04 IT 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $35.14 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $37.24 l T 5D 8L ROTO -MILL, ROTO - GRINDER $37.60 IT 5D 8L SAWS, CONCRETE $37.24 IT 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $37.60 IT 5D 8L ' OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $38.04 IT 5D 8L OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $37.24 I T 5D 8L SCREED MAN $37.60 1T 5D 8L SHOTCRETEGUNITE $35.14 IT 5D 8L SLIPFORM PAVERS $38.04 IT 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $37.60 IT 5D 8L SUBGRADE TRIMMER $37.60 IT 5D 8L TRACTORS, (75 HP & UNDER) $37.24 IT 5D 8L TRACTORS, (OVER 75 HP) $37.60 IT 5D 8L TRANSFER MATERIAL SERVICE MACHINE $37.60 1 T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $38.04 1T 5D 8L TRENCHING MACHINES $37.24 1T 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $37.24 I T 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $37.60 I T 5D 8L WHEEL TRACTORS, FARMALL TYPE $35.14 I T 5D 8L YO YO PAY DOZER $37.60 1T 5D 8L POWER EQUIPMENT OPERATORS - UNDERGROUND SEWER & WATER (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $29.97 4A 5A SPRAY PERSON $28.35 4A 5A TREE EQUIPMENT OPERATOR $28.75 4A 5A TREE TRIMMER $26.62 . 4A 5A TREE TRIMMER GROUNDPERSON $19.48 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $22.90 1 RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $19.72 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $14.58 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $16.85 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $19.08 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $21.98 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $19.41 1B 6I RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 Visitors Center - Wine Country.doc 110 YAKIMA COUNTY Effective 08 -31 -02 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code - Code Code RESIDENTIAL LABORERS JOURNEY LEVEL $8.00 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $13.89 1 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $16.97 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $24.94 1B 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 RESIDENTIAL TERRAZZO /TILE FINISHERS JOURNEY LEVEL $17.00 1 ROOFERS JOURNEY LEVEL $26.37 1B 5I USING IRRITABLE BITUMINOUS MATERIALS $29.37 1B 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $35.81 I B 5A SIGN MAKERS & INSTALLERS (NON- ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $20.96 1K 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $6.90 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $18.87 1 STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 • PARTY CHIEF $15.05 1 1 ELEYHVNE LINE CONS 1 KUL,1IUN - UU 1 SILTh CABLE SPLICER $25.42 2B 5A HOLE DIGGER/GROUND PERSON $13.51 2B 5A INSTALLER (REPAIRER) $ • 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $23.53 2B 5A SPECIAL APPARATUS INSTALLER I $25.42 2B 5A SPECIAL APPARATUS INSTALLER II $24.87 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $25.42 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $23.53 2B 5A TELEVISION GROUND PERSON $12.73 2B 5A TELEVISION LINEPERSON /INSTALLER $17.47 2B 5A TELEVISION SYSTEM TECHNICIAN $21.10 2B 5A • TELEVISION TECHNICIAN $18.82 2B 5A TREE TRIMMER $23.53 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $24.86 2M 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $20.56 4A 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $28.97 .K 5A Visitors Center - Wine Country.doc 111 YAKIMA COUNTY Effective 08 -31 -02 ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TRUCK DRIVERS ASPHALT MIX $14.19 I DUMP TRUCK $26.32 2G 6I DUMP TRUCK & TRAILER $26.32 2G 6I OTHER TRUCKS $26.32 2G 6I TRANSIT MIXER $26.32 2G 61 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 1 WELL DRILLER $ 17.68 1 Visitors Center - Wine Country.doc • 112 Visitors Center - Wine Country.doc 113 R�4 STAr[ 4 £ O M I Z P p .1)4t , ... " (RECEIVE STATE OF WASHINGTON APR - 2 2002 DEPARTMENT OF LABOR AND INDUSTRIES PREVAILING WAGE PO BOX 44540, OLYMPIA, WASHINGTON 98504 -4540 (360) 902 -5335 FAX (360) 902 -5300 * * *NOTICE * ** The Washington State Supreme Court ruled in Everett Concrete v. Department of Labor and Industries that workers employed in the fabrication or manufacture of items specifically produced for public works projects are covered under Chapter 39.12 RCW. The law establishes that the applicable prevailing wages which must be paid to laborers, workers and mechanics are the wages that have been established for the county in which the actual physical work is performed. Because the fabrication or manufacture is performed off -site, this may not be the same county in which the job site is located. Because contract awarding agencies must include the prevailing wages in their contract or bid specifications for all potential bidders, the off -site wages for every county in the state must be included. This insures that manufacturers located in other counties will be provided with the wages that apply to them. The following is a list of work that may include the fabrication or manufacture of items produced specifically for a public works project. This list is not intended to include standard items that are always available and may be purchased on the general market. Questions regarding whether the production of a specific item is covered should be directed to the office of the Industrial Statistician. Cabinet, Sash, Door and Furniture Making (wood) Fabricated Precast Concrete Products (Structural, Architectural and Utility concrete) Industrial Engine and Machine Mechanics Metal Fabrication (In -shop) - (Ironworkers, Boilermakers) Modular Buildings (Including customized prefabricated housing) Sheet Metal Work (Air ducts, ventilation systems, except round flex hose) Sign Making and Installation (Electrical and non - electrical) • o we Visitors Center - Wine Country.doc 114 State of Washinaton Department of Labor and Industries Prevailing Wage Section - Telephone (360)902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers° wage and benefit rates must add to not Tess than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. CABINET MAKERS (IN SHOP) EFFEr IVE 03413_02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA JOURNEY LEVEL $8.45 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP, KLICKITAT, LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SKAMANIA, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM JOURNEY LEVEL $13.12 1 Counties Covered: KING JOURNEY LEVEL $11.71 1 Counties Covered: PIERCE JOURNEY LEVEL $11.69 1 Counties Covered: SPOKANE JOURNEY LEVEL $9.72 1 Visitors Center - Wine Country.doc 115 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 03-03 -02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN ALL CLASSIFICATIONS $9.96 1 Counties Covered: CHELAN, KITTITAS, KLICKITAT AND SKAMANIA ALL CLASSIFICATIONS $8.61 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHK AKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: KING ARCHITECTURAL AND PRESTRESSED CONCRETE - All $11.05 1 Classifications AU. OTHER CONCRETE PRODUCTS - Carpenter $18.77 19 6S ALL OTHER CONCRETE PRODUCTS - Clean-up $17.99 1B 6S ALL OTHER CONCRETE PRODUCTS - Fabricator $18.24 18 6S ALL OTHER CONCRETE PRODUCTS - .Gunite $18.24 18 6S ALL OTHER CONCRETE PRODUCTS - Maintenance $18.77 16 6S ALL OTHER CONCRETE PRODUCTS - Operator $18.24 18 6S ALL OTHER CONCRETE PRODUCTS - Welder $18.24 16 6S ALL OTHER CONCRETE PRODUCTS - Wet Pour $17.99 1B 68 ALL OTHER CONCRETE PRODUCTS - Yard Patch $17.99 18 6S Counties Covered: PIERCE ALL CLASSIFICATIONS $10.00 1 Counties Covered: SPOKANE LABORER $6.90 1 MACHINE OPERATOR $10.33 1 Visitors Center - Wine Country.doc 116 FABRICATED PRECAST CONCRETE PROD! ICTS EFFECTIVE 03 -03 -02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: .HAT vin CARPENTER $11.43 1 CONCRETE FINISHER $12.53 1 • LABORER $8.43 1 REBAR $14.60 1 Counties Covered: YAKIMA CRAFTSMAN $8.65 1 LABORER $6.90 1 PRODUCTION WORKER $7.15 1 • Visitors Center - Wine Country.doc 117 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to riot less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. METAL FABRICATION (IN SHOP) EFFECTIVE 03-03 -02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: ADAMS, ASOTIN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, WALLA WALLA AND WHITMAN FITTER/WELDER $12.76 1 LABORER $8.13 1 MACHINE OPERATOR $12.66 1 PAINTER $10.20 1 Counties Covered: BENTON LABORER $7.06 1 MACHINE OPERATOR $10.53 1 PAINTER $9.76 1 WELDER $16.70 1 Counties Covered: CHELAN FITTER $15.04 1 LABORER $8.77 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 WELDER $12.24 1 Counties Covered: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, LEWIS, MASON, PACIFIC, SAN JUAN AND SKAGIT FITTER/WELDER $15.16 1 LABORER $1t13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 Counties Covered: CLARK FITTER $22.72 1J 61J LABORER $16.57 1J 6U LAYEROUT $23.06 1J 6U MACHINE OPERATOR $17.08 1J 61J PAINTER $19.65 1J 6U WELDER $21.54 1J 611 Visitors Center - Wine Country.doc 118 META' FABRIC ATInN (IN SHOP) EFFECTIVE 03-03 -02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: COW11LI I LL FITTER $22.39 18 6V LABORER $17,62 1B 6V MACHINE OPERATOR $22,39 1B 6V WELDER $2239 1B 6V Counties Covered: GRANT FITTER/WELDER $10.79 1 PAINTER $7.45 1 Counties Covered: KING FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 Counties Covered: KITSAP FITTER $28 1 LABORER $6.90 1 MACHINE OPERATOR $13.83 WELDER $13.83 1 • Counties Covered: KUCKITAT, SKAMANIA AND WAHKIAKUM FITTER/WELDER $16.99 1 LABORER $10.44 1 MACHINE OPERATOR $17.21 1 PAINTER $17.03 1 Counties Covered: PIERCE FITTER $15.25 1 LABORER $9.25 1 MACHINE OPERATOR $13.98 1 WELDER $13.98 1 Counties Covered: SNOHOMISH FITTER/WELDER $15.38 1 LABORER $9.79 1 MACHINE OPERATOR $8.84 1 PAINTER $9.98 1 Visitors Center - Wine Country.doc 119 METAL FABRICATION (IN SHOP) EFFECTIVE 03 -03 -02 (See Benefit Code Key) Over PREVAILING Time Holiday Note • Classification WAGE Code Code Code Counties Covered: SPOKANE FITTER $12.59 1 LABORER $7,98 1 MACHINE OPERATOR $13.26 1 PAINTER $10.27 1 WELDER $10.80 1 Counties Covered: THURSTON FITTER $21.29 1R 6T LABORER $13.52 1R 6T LAYEROUT $23.22 1R 6T MACHINE OPERATOR $16.43 1R 6T WELDER $19.34 1R 6T Counties Covered: WHATCOM FITTER/WELDER $13.81 1 LABORER $9,00 1 MACHINE OPERATOR $13.81 1 Counties Covered: YAKIMA FITTER $12.00 1 LABORER $10.31 1 MACHINE OPERATOR $11.32 1 PAINTER $12.00 1 WELDER $11.32 1 • Visitors Center - Wine Country.doc 120 State of Washington Department of Labor and industries Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates • The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. MODULAR BUILDINGS EFFECTIVE 03-03 -02 (See Benefit Code Key) Over PREVAILING lime Holiday Note Classification WAGE Code Code Code Counties Covered: CHELAN, DOUGLAS, KITTITAS AND YAKIMA JOURNEY LEVEL $14.11 1 Counties Covered: GRAYS HARBOR, LEWIS, MASON, PACIFIC AND THURSTON CABINET ASSEMBLY $9.98 1 ELECTRICIAN $9.98 1 EQUIPMENT MAINTENANCE $9.98 1 PLUMBER $9.98 1 PRODUCTION WORKER $9.75 1 TOOL MAINTENANCE $9.98 1 UTILITY PERSON $9.98 1 WELDER $9.98 1 Counties Covered: KING AND KITS&P CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11.56 1 UTIUTY PERSON $11.56 1 WELDER $11.56 1 • Counties Covered: SNOHOMISH JOURNEY LEVEL $9.00 1 Visitors Center - Wine Country.doc 121 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 -5335 • PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not Tess than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. SHEET METAL WORKERS EFFECTIVE 03-03 -02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: ADAMS, ASOTIN, CHELAN, DOUGLAS, FERRY, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN JOURNEY LEVEL (FIELD OR SHOP) $31.33 1B 5A Counties Covered: BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, KLICKITAT, WALLA WALLA AND YAKIMA JOURNEY LEVEL (FIELD OR SHOP) $34.29 1B 5A Counties Covered: CLALLAM, COWUTZ, GRAYS HARBOR, ISLAND, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH, THURSTON AND WAHKIAKUM JOURNEY LEVEL (FIELD OR SHOP) $39,68 1J 6L Counties Covered: CLARK AND SKAMANIA JOURNEY LEVEL (FIELD OR SHOP) $88.60 1B 5A Counties Covered: JEFFERSON JOURNEY LEVEL (FIELD OR SHOP) $33.53 1 Counties Covered: SAN JUAN, SKAGIT AND WHATCOM JOURNEY LEVEL (FIELD OR SHOP) $35.65 1J 5G Visitors Center - Wine Country.doc • • 122 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. SIGN MAKERS & INSTALLERS (ELECTRICAL) EFFECTIVE 03 -03 -02 -------- (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN JOURNEY LEVEL $13.91 1 Counties Covered: CHELAN, DOUGLAS, GRANT AND OKANOGAN JOURNEY LEVEL $24.63 1 Counties Covered: CLALLAM AND JEFFERSON JOURNEY LEVEL $19.29 1 Counties Covered: CLARK JOURNEY LEVEL $19.27 1 • Counties Covered: COWLITZ AND WAHKWKUM JOURNEY LEVEL $16.88 1 Counties Covered: GRAYS HARBOR, LEWIS, MASON, PACIFIC AND THURSTON JOURNEY LEVEL $18,04 1 Counties Covered: ISLAND, SKAGIT AND WHATCOM JOURNEY LEVEL $16.03 1 Counties Covered: KING SIGN INSTALLER $23.36 1 SIGN MAKER $16.84 1 Counties Covered: KITSAP JOURNEY LEVEL $20.58 1 Visitors Center - Wine Country.doc • • 123 SIGN MAKERS & INSTALLERS (ELECTRICAL) EFFECTIVE 03-03-02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: KLICKITAT AND SKAMANIA JOURNEY LEVEL $16.83 1 Counties Covered: PIERCE AND SNOHOMISH JOURNEY LEVEL $26.17 1 Counties Covered: SAN JUAN JOURNEY LEVEL $9,75 1R Visitors Center - Wine Country.doc 124 State of Washington Department of Labor and Industries Prevailing Wage Section - Telephone (360) 902 -5335 PO Box 44540, Olympia, WA 98504 -4540 Washington State Prevailing Wage Rates The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) EFFECTIVE 03 -03 -02 • (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: ADAMS, FERRY, LINCOLN, PEND OREILLE, STEVENS AND WHITMAN JOURNEY LEVEL $13.91 1 Counties Covered: ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, GRANT, KITTITAS, WALLA WALLA AND YAKIMA JOURNEY LEVEL $14.65 1 Counties Covered: CHELAN, DOUGLAS AND OKANOGAN JOURNEY LEVEL $16.14 1 Counties Covered: CLALLAM AND JEFFERSON JOURNEY LEVEL $17.15 1 Counties Covered: CLARK JOURNEY LEVEL $29 I H 5A Counties Covered: COWLITZ AND WAHKIAKUM JOURNEY LEVEL $16.74 1 Counties Covered: GRAYS HARBOR, MASON AND PACIFIC JOURNEY LEVEL $18.04 1 Counties Covered: ISLAND AND WHATCOM JOURNEY LEVEL $26.55 1 Counties Covered: KING SIGN INSTALLER $17.31 1 SIGN MAKER $15.61 1 Visitors Center - Wine Country.doc 125 SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) EFFECTIVE 03 -03 -02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: KITSAP JOURNEY LEVEL $9.27 1 Counties Covered: KLICKITAT AND SKAMANIA JOURNEY LEVEL $16.83 1 Counties Covered: LEWIS, SKAGIT AND SNOHOMISH JOURNEY LEVEL $29.87 1M 50 Counties Covered: PIERCE JOURNEY LEVEL $15.31 1 Counties Covered: SAN JUAN JOURNEY LEVEL $9.75 1 Counties Covered: SPOKANE JOURNEY LEVEL $8,00 1 Counties Covered: THURSTON JOURNEY LEVEL $14.04 1 • Visitors Center - Wine Country.doc 126 BENEFIT CODE KEY - EFFECTIVE 08 -31 -02 ****,,******,,,,*********.*..************** * * * * * * * * * * * * * * * * * * * * * * * * * **.... * �� * ***SI,Wxx xxxxxxxxxxx *Y. W * * ** OVERTIME CODES Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1 A ll hn w ork e d in excess o f eight (8) hours day forty (40) hours week shall i_ paid ., ... � � ..,..13 per 4y yr 1v11 ��v hours per weep J11at1 be paid iil one AIId one -half times the hourly rate of wage. A. All hours worked on s, Sundays and hn idays shall also be paid at one and one-half J _ - 1. » » J .. h ».. ».vn b t d h r w.0 411 113111.) the hourly rate of wage. B. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. c. All hours worked on Sundays shall be paid at double the hourly rate of wage. D. The first eight (8) hours on Saturdays of a five - eight hour work week and the first eight (8) hours worked on a fifth calendar day, excluding Sunday, in a four - ten hour schedule, shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of eight (8) hours per day on Saturday; all hours worked in excess of eight (8) hours in a fifth calendar weekday of a four - ten hour schedule; all hours worked in excess of ten (10) hours per day Monday through Friday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays (except Labor Day) shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is last due to inclement weather conditions or equipment breakdown) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. The first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate • of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. L. All hours worked on Saturdays, Sundays and holidays (except thanksgiving day and Christmas day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Visitors Center - Wine Country.doc • 127 P. All hours worked on Saturdays (except makeup days) and Sundays shall be paid at one and one - half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. All hours worked on Sundays between the hours of 12:OOam Sunday and 6:OOam Monday and on holidays shall be paid at double the hourly rate of wage. T. All hours worked on Saturdays, except make -up days, shall be paid at one and one -half times the hourly rate of wage. All hours worked after 6:OOpm Saturday to 6:OOam Monday and on holidays shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays (except labor day) shall be paid at two times the hourly rate of wage. All hours worked on labor day shall be paid at three times the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make -up days) shall be paid at one and one- half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. 2. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at one and one -half times the hourly rate of wage. A. The first six (6) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of six (6) hours on Saturday and all hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. B. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. D. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. The first eight (8) hours worked on holidays shall be paid at straight time in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at one and one -half times the hourly rate of wage. E. All hours worked on Saturdays or holidays (except labor day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays or on labor day shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. I. All hours worked on Saturdays and holidays (except labor day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and on labor day shall be paid at two times the hourly rate of wage. Visitors Center - Wine Country.doc • • 128 J. Ali hours worked on Sundays shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage, including the holiday pay. All hours worked on unpaid holidays shall be paid at two times the hourly rate of wage. M. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. 0. All hours worked on Sundays and holidays shall be paid at one and one -half times the hourly rate of wage. 4. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per Week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Holiday codes 5. A. Holidays: new year's day, memorial day, independence day, labor day, Thanksgiving day, Friday after thanksgiving day, and Christmas day (7). B. Holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, Friday after thanksgiving day, the day before Christmas, and Christmas day (8). C. Holidays: new year's day, presidents' day, memorial day, independence day, labor day, thanksgiving day, the Friday after thanksgiving day, and Christmas day (8). D. Holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, the Friday and Saturday after thanksgiving day, and Christmas day (8). E. Holidays: new year's day, presidents' day, memorial day, independence day, labor day, presidential election day, thanksgiving day, the Friday after thanksgiving day, and Christmas day ( G. Holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, the last work day before Christmas day, and Christmas day (7). H H ne ye d memorial day ,- .dependence d thanksgiving da. the day after . -.�-. J� "J i .. 1 . y , k i � »�iv u i s day, tuG ua lo thanksgiving day, and Christmas (6). • I. Holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, and Christmas day (6). N. Holidays: new year's day, presidents' day, memorial day, independence day, labor day, veterans' day, thanksgiving day, the Friday after thanksgiving day, and Christmas day (9). 0. Paid holidays: new year's day, Washington's birthday, independence day, labor day, thanksgiving day, and Christmas day (6). Q. Paid holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, and Christmas day (6). R. Paid holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, day after thanksgiving day, one -half day before Christmas day, and Christmas day. (7 1/2). S. Paid holidays: new year's day, presidents' day, memorial day, independence day, labor day, thanksgiving day, and Christmas day (7). t. Paid holidays: seven (7) paid holidays. Visitors Center - Wine Country, .doc 129 v. Paid holidays: six (6) paid holidays. w. Paid holidays: nine (9) paid holidays. X. Holidays: after 520 hours - new year's day, thanksgiving day and Christmas day. After 2080 hours - new year's day, Washington's birthday, memorial day, independence day, labor day, • thanksgiving day, Christmas day and a floating holiday (8). Y. Holidays: new year's day, memorial day, independence day, labor day, presidential election day, thanksgiving day, the Friday following thanksgiving day, and Christmas day (8). Z. Holidays: new year's day, memorial day, independence day, labor day, veterans day, thanksgiving day, the Friday after thanksgiving day, and Christmas day (8). 6. A. Paid holidays: new year's day, presidents' day, memorial day, independence day, Labor day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas day (8). C. Holidays: new year's day, presidents' day, memorial day, independence day, labor day, thanksgiving day, the day after thanksgiving day, the last work day before Christmas day, and Christmas day (9). D. Paid holidays: new year's day, presidents' day, memorial day, independence day, labor day, thanksgiving day, the Friday after thanksgiving day, Christmas day, the day before or the day after Christmas day (9). H. Holidays: new year's day, martin Luther king jr. Day, memorial day, independence day, labor day, thanksgiving day, the Friday after thanksgiving day, and Christmas day (8). I. Paid holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, Friday after thanksgiving day, and Christmas day (7). L. Holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, the Friday after thanksgiving day, the last working day before Christmas day, and Christmas day. (8) Q. Paid holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, the day after thanksgiving day and Christmas day. Unpaid holiday: Presidents' Day. S. Paid holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, the Friday after thanksgiving day, Christmas eve day, and Christmas day (8). T. Paid holidays: new year's day, presidents' day, memorial day, independence day, labor day, thanksgiving day, the Friday after thanksgiving day, the last working day before Christmas day, and Christmas day (9). U. Holidays: new year's day, day before new year's day, memorial day, independence day, labor day, thanksgiving day, the Friday after thanksgiving day, the day before Christmas day, Christmas day (9). V. Paid holidays: new year's day, memorial day, independence day, labor day, thanksgiving day, day after thanksgiving day, Christmas eve day, Christmas day, employee's birthday, and one day of the employee's choice (10). W. Paid holidays: new year's day, day before new year's day, presidents day, memorial day, independence day, labor day, thanksgiving day, day after thanksgiving day, Christmas day, day before Christmas day (10). X. Paid holidays: new year's day, day before or after new year's day, presidents day, memorial day, independence day, labor day, thanksgiving day, day after thanksgiving day, Christmas day, day before or after Christmas day, employee's birthday (11). Visitors Center - Wine Country.doc 130 NOTE CODES 8. A. The standby rate of pay for divers shall be one -half times the divers rate of Pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' to 100' - $1.00 per foot for each foot over 50 feet Over 100' to 175' - $2.25 per foot for each foot over 100 feet Over 175' to 250' - $5.50 per foot for each foot over 175 feet Over 250' - divers may name their own price, provided it is no less than the scale listed for 250 feet C. The standby rate of pay for divers shall be one -half times the divers rate of pay. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' to 100' - $1.00 per foot for each foot over 50 feet Over 100' to 150' - $1.50 per foot for each foot over 100 feet Over 150' to 200' - $2.00 per foot for each foot over 150 feet Over 200' - divers may name their own price D. Workers working with supplied air on HAZMAT projects receive an additional $1.00 per hour. L. Workers on HAZMAT projects receive additional hourly premiums as follows - level A: $0.75, level B: $0.50, and level C: $0.25. M. Workers on HAZMAT projects receive additional hourly premiums as follows: levels A & B: $1.00, levels C & D: $0.50. N. Workers on HAZMAT projects receive additional hourly premiums as follows - level A: $1.00, level B: $0.75, level C: $0.50, and level D: $0.25. Visitors Center - Wine Country.doc 131 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non- standard" Items) Below is the department's (State L &I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non- standard ". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non - standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly /fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. Supplemental To Wage Rates Page 1 Visitors Center - Wine Country.doc 132 WSDOT's Predetermined List for Suppliers - Manufacturers — Fabricators Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered nonstandard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non - standard and therefore covered by RCW 39 12 Items markers with an X in the "Nn" rnl umn should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L &I's policy statement. ITEM DESCRIPTION YES NO 1. Manhole Ring & Cover - manhole type 1, 2, 3, and 4 X for bridges. For use with Catch Basin type 2. The casting to meet AASHTO -M -105, class 30 gray iron casting. See Std. Plan B -1f, B -23a, B -23b, B -23c, and B -23d. 2. Frame & Grate - frame and Grate for Catch Basin type X 1, 1 L, 1 P, 2, 3, 4 and Concrete Inlets. Cast frame may be grade 70 -36 steel, class 30 gray cast iron or • grade 80 -55 -06 ductile iron. The cast grate may be grade 70 -36 steel or grade 80 -55 -06 ductile iron. See Std. Plan B -2, B -2a, and B -2b. 3. Grate Inlet & Drop Inlet Frame & Grate - Frame and X Grate for Grate Inlets Type 1 or 2 or Drop Inlet. Angle iron frame to be cast into top of inlet. See Std. Plan B -4b or B -4h. Frames & Grates to be galvanized. 4. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. 5. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. Supplemental To Wage Rates Page 2 Visitors Center - Wine Country.doc 133 YES NO 6. Corrugated Steel Pipe - Steel lock seam corrugated X pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam X corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for X mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail X conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9- 28.15(3). 10. Major Structural Steel Fabrication - Fabrication of X major steel items such as trusses, beams, girders, etc., for bridges. 11. Minor Structural Steel Fabrication - Fabrication of X minor steel items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and /or boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing X conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9- 28.15(3). Supplemental To Wage Rates Page 3 Visitors Center - Wine Country.doc 134 YES NO 13. Concrete Piling -- Precast - Prestressed concrete piling for X use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. Shop drawings for approval shall be provided per Section 6- 05.3(3) of the Std. Spec. 14. Manhole Type 1, 2, 3 and 4 - Precast Manholes with risers X and flat top slab and /or cones. See Std. Plans. 15. Drywell - Drywell as specified in Contract Plans. X 16. Catch Basin - Catch Basin type 1, 1 L, 1P, 2, 3, and 4, X including risers, frames maybe cast into riser. See Std. Plans. 17. Precast Concrete Inlet - Concrete Inlet with risers, X frames may be cast into risers. See Std. Plans. 18. Drop Inlet Type 1 - Drop Inlet Type 1 with support X angles and grate. See Std. Plans B -4f and B -4h. 19. Drop Inlet Type 2 - Drop Inlet type 2 with support X angles and grate. See Std. Plans B -4g and B -4h. 20. Grate Inlet Type 2 - Grate Inlet Type 2 with risers and X top unit with bearing angles. 21. Precast Concrete Utility Vaults - Precast Concrete X utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting. Supplemental To Wage Rates Page 4 Visitors Center - Wine Country.doc 135 YES NO 22. Vault Risers - For use with Valve Vaults and Utilities X Vaults. 23. Valve Vault - For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for X use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. 25. Reinforced Earth Wall Panels - Reinforced X Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - X tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used. 27. Precast Railroad Crossings - Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed X Girder - Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be • provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. Supplemental To Wage Rates Page 5 Visitors Center - Wine Country.doc 136 YES NO 29. Prestressed Concrete Girder Series 4 -14 - X Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std Spec. Section 6- 02.3(25)c. • 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam X Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 31. Prestressed Precast Hollow -Core Slab - Precast X Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed X Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(26)A. 33. Monument Case and Cover - To meet AASHTO -M -105 class X 30 gray iron casting. See Std. Plan H -7. 34. Cantilever Sign Structure - Cantilever Sign Structure X fabricated from steel tubing meeting AASHTO -M -183. See Std. • Plans G -3, G -3a, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO -M -111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge X fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. Supplemental To Wage Rates Page 6 Visitors Center - Wine Country.doc • 137 YES NO 36. Steel Sign Bridges - Steel Sign Bridges fabricated X from steel tubing meeting AASHTO -M -138 for Aluminum Alloys. See Std. Plans G -2, G2a, G -2b, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO -M -111. 37. Steel Sign Post - Fabricated steel sign posts as detailed X in Std. Plan G -8. Shop drawings for approval are to be provided prior to fabrication. 38. Light Standard - Prestressed - Spun, prestressed, hollow, X concrete poles. 39. Light Standards - Lighting Standards for use X on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plan J -1, J -1 a, and J -1 b. See Special Provisions for pre- approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for X use on highway and /or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans J -1, J -7a, J -7c, and J -8. See Special Provisions for pre- approved drawings. 41. Traffic Curb, Type A or C Precast - Type A or C X Precast traffic curb, for use in construction of raised channelization, and other traffic delineation uses such as parking lots, rest areas, etc. NOTE: Acceptance based on inspection of Fabrication Plant and an advance sample of curb section to be submitted for approval by Engineer. Supplemental To Wage Rates Page 7 Visitors Center - Wine Country.doc 1 38 YES NO 42. Traffic Signs - Prior to approval of a Fabricator X X of Traffic Signs, the sources of the following custom std. signing materials must be submitted and approved msg msg for reflective sheeting, legend material, and aluminum sheeting. NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed. 43. Cutting & bending reinforcing steel X 44. Guardrail components X X custom standard • end sect. sect. 45. Aggregates /Concrete mixes Covered by WAC 296- 127 -018 46. Asphalt Covered by WAC 296- 127 -018 47. Fiber fabrics X 48. Electrical wir iiiig /commpui it i its X 49. treated or untreated timber piles X 50. Girder pads (elastomeric bearing) X Supplemental To Wage Rates Page 8 Visitors Center - Wine Country.doc 139 YES NO 51. Standard Dimension lumber X 52. Irrigation components X 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X Supplemental To Wage Rates Page 9 Visitors Center - Wine Country.doc • 140 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 08/31/02 METAL FABRICATION (IN SHOP) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: • Adams, Asotin, Columbia, Douglas, Ferry, Franklin, Garfield Kittitas, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla and Whitman Fitter 12.76 1 Welder 12.76 1 Machine Operator 12.66 1 Painter 10.20 1 Laborer 8.13 1 Counties Covered: Benton Welder 16.70 1 Machine Operator 10.53 1 • Painter 9.76 1 Laborer 7.06 1 Counties Covered: Chelan Fitter 15.04 1 Welder 12.24 1 Machine Operator 9.71 1 Painter 9.93 1 Laborer 8.77 1 Counties Covered: Clallam, Grays Harbor, Island, Jefferson, Lewis, Mason, Pacific, San Juan and Skagit Fitter 15.16 1 Welder 15.16 1 Machine Operator 10.66 1 Painter 11.41 1 • Laborer 11.13 1 Supplemental To Wage Rates Page 10 Visitors Center - Wine Country.doc 141 METAL FABRICATION (IN SHOP) 08/31/02 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Clark Layerout 23.94 1J 6U Fitter 23.57 1J 6U Welder 21.54 1J 6U Painter 20.39 1J 6U Machine Operator 17.74 1J 6U Laborer 17.09 1J 6U Counties Covered: Snohomish Fitter 15.38 1 Welder 15.38 1 Machine Operator 8.84 1 Painter 9.98 1 Laborer 9.79 1 Counties Covered: Spokane Fitter 12.59 1 Welder 10.80 1 Machine Operator 13.26 1 Painter 10.27 1 Laborer 7.98 1 Counties Covered: Thurston Layerout 23.92 1R 6T Fitter 21.99 1R 6T Welder 20.04 1R 6T Machine Operator 17.13 1R 6T Laborer 14.22 1R 6T Counties Covered: W hatcom Fitter/Welder 13.81 1 Machine Operator 13.81 1 Laborer 9.00 1 Supplemental To Wage Rates Page 11 Visitors Center - Wine Country.doc 142 METAL FABRICATION (IN SHOP) 08/31/02 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Yakima Fitter 12.00 1 Welder 11.32 1 Machine Operator 11.32 1 Painter 12.00 1 Laborer 10.31 1 Counties Covered: Cowlitz Fitter 22.64 1B 6V Welder 22.64 1B 6V Machine Operator 22.64 1B 6V Laborer 17.55 1B 6V Counties Covered: Grant Fitter 10.79 1 Welder 10.79 1 Painter 7.45 1 Counties Covered: King Fitter 15.86 1 Welder 15.48 1 Machine Operator 13.04 1 Painter 11.10 1 Laborer 9.78 1 Counties Covered: Kitsap Fitter 26.96 1 Welder 13.83 1 Machine Operator 13.83 1 Laborer 6.90 1 Supplemental To Wage Rates Page 12 Visitors Center - Wine Country.doc • 143 METAL FABRICATION (IN SHOP) 08/31/02 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Klickitat, Skamania and Wahkiakum Fitter/Welder 16.99 1 Machine Operator 17.21 1 Painter 17.03 1 Laborer 10.44 1 Counties Covered: Pierce Fitter 15.25 1 Welder 13.98 1 Machine Operator 13.98 1 Laborer 9.25 1 Supplemental To Wage Rates Page 13 Visitors Center - Wine Country.doc 144 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 08/31/02 FABRICATED PRECAST CONCRETE PRODUCTS • Over PREVAILING Time Holiday Note Classification WAGE Code Code Code • Counties Covered: Adams, Asotin, Benton, Columbia, Douglas, Ferry, Franklin, Garfield, Grant, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla, and VVhitrnan All Classifications 9.96 1 Counties Covered: King Architectural and Prestressed Concrete All Classifications 11.05 1 All Other Concrete Products Maintenance 18.77 1B 6S Operator 18.24 1B 6S Gunite 18.24 1B 6S Carpenter 18.77 1B 6S Fabricator 18.24 1B 6S Wet pour 17.99 1B 6S Yard Patch 17.99 1B 6S Welder 18.24 1B 6S Clean Up 17.99 1B 6S Counties Covered: Pierce All Classifications 10.00 1 Counties Covered: Chelan, Kittitas, Klickitat and Skainania All Classifications 8.61 1 Counties Covered: Clallam, Clark, Cowlitz, Grays Harbor, Island, Jefferson, Kitsap, Lewis, Mason, Pacific, San Juan, Skagit, Snohomish, Thurston, Wahkiakum All Classifications 13.50 1 Supplemental To Wage Rates Page 14 Visitors Center - Wine Country.doc • 145 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 08/31/02 FABRICATED PRECAST CONCRETE PRODUCTS Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Spokane Machine Operator 10.33 1 Laborer 6.90 1 Counties Covered: Yakima Craftsman 8.65 1 Production Worker 7.15 1 Laborer 6.90 1 Counties Covered: Whatcom Rebar 14.60 1 Concrete Finisher 12.53 1 Carpenter 11.43 1 Laborer 8.43 1 Supplemental To Wage Rates Page 15 Visitors Center - Wine Country.doc 146 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L &I) dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy fnr ad the provisions of WAC 296 -127 -018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, CONCRETE, ASPHALT, OR SIMILAR MATERIALS. Any firm with questions regarding the policy, these letters, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. Effective September 1, 1993, minimum prevailing wages for all work covered by WAC 296- 127 -018 for the production and /or delivery of materials to a public works contract will be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. Supplemental To Wage Rates Page 16 Visitors Center - Wine Country.doc 147 ESAC DIVISION - TELEPHONE (206) 586 -6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504 -4540 August 18, 1992 TO: All Interested Parties • FROM: Jim P. Christensen Acting Industrial Statistician SUBJECT: Materials Suppliers - WAC 296 - 127 -018 This memo is intended to provide greater clarity regarding the application of WAC 296- 127 -018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery. PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. Supplemental to Wage Rates Page 17 Visitors Center - Wine Country.doc 148 < srar�• toe, STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296- 127 -018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials • The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material supplier regulations, WAC 296- 127 -018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, grave!, crushed rock, or other similar materials covered under WAC 296- 127 -018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504 -4510, or call (360) 902 -5310. Please publish the above Notice in WSR 99 -13. If you have questions or need additional information, please call Selwyn Walters at 902 -4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager Supplemental to Wage Rates Page 18 Visitors Center - Wine Country.doc 149 SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS PART1 GENERAL 1.01 GENERAL DESCRIPTION A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. B. Work Included: Temporary facilities and controls required for this work include, but are not necessarily limited to: 1. Temporary utilities. 2. First aid facilities. 3. Project identification sign. 4. Sanitary facilities. 5. Enclosures such as storage containers, tarpaulins, barricades, and canopies. 6. Fencing of the construction area and other safety provisions. 7. Dust abatement and watering. C. Conditions that relate to this Section include, but are not limited to the following: 1. All equipment furnished by Subcontractors shall comply with all requirements of pertinent safety regulations, the ladders, planks, hoists, and similar items normally furnished by the individual trades in execution of their own portions of the Work are not part of this Section. 2. Permanent installation and hook -up of the various utility lines are described in the pertinent other Sections of these Specifications. Contractor shall be responsible for security and well being of all goods, materials and equipment in connection with this project. 3. Contractor shall be responsible for security and well being of all goods and equipment in connection with this project, on site. 1.02 PRODUCT HANDLING A. Use all means necessary to maintain temporary facilities and controls in proper and safe condition throughout progress of the Work. 1.03 JOB CONDITIONS A. Make all required disconnections to existing utility or other systems with minimum disruption to services in the existing utility systems. When disruption of an existing service is required, do not proceed without approval from the Owner's Representative. B. Provide first aid facilities and other safety provisions. C. Provide continuous dust abatement. Visitors Center - Wine Country.doc 150 1.04 UTILITIES A. General 1. The Contractor shall be responsible for all necessary disconnections and associated work for demolition purposes. B. Water: Provide metered water service from the permanent water service immediately to provide fnr the use of this se rvic e for dust abatement, a then operations � i f and vu icy vpera �ivi IJ r cgUil ii Ig water, t W provide fire protection. Contractor shall include the cost of meter in the bid. Owner will pay for water necessary during demolition and dust abatement operations. 1.05 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION A. General: Provide neat and uniform appearance in temporary facilities acceptable to the Architect and the Owner. B. Temporary Signs: Provide temporary signs; install signs where required. Maintain signs in a manner which will properly inform the public and persons seeking entrance to the project. Do not permit installation of unauthorized signs that are visible outside the site. 1. Temporary Signs: Prepare temporary signs within the site which will provide information to construction personnel and visitors as required by State and Local regulations. C. Traffic Control: 1. Provide temporary traffic control facilities and personnel at the junction of site with public roads, including warning signs for public traffic and "STOP" signs for the access road entrance onto public roads. Provide personnel and signage as required to comply with requirements and recommendations of local traffic authorities. D. Sanitary Facilities: Provide temporary toilets, wash facilities and drinking water facilities. Comply with regulations of the State Board of Health governing sanitation of places of work and WAC provisions. Install in locations that will best serve the project's needs. 1. Supply and maintain toilet tissue, paper towels, paper cups and similar disposable materials as appropriate for each facility. Provide appropriate r.overeri waste containers for used material. E. Watering: Watering supplied from hydrants. 1. The Contractor shall secure permission from and comply with all requirements of the water utility before obtaining water from fire hydrants. The architect shall be notified by the Contractor of such permission as soon as granted. 2. The Contractor shall use hydrant wrenches only to open hydrants. He shall also make certain that the hydrant valve is open full, since a partially opened valve causes damage. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves must be closed slowly to avoid a surge in the system which creates undue pressure on water lines. The Contractor shall carefully note the importance of following these directions. 3. If one of the Contractor's employees damages a hydrant he shall immediately notify the water utility so that the damage can be repaired as quickly as possible. 4. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that • the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall, if necessary, be withheld from final payment to the Contractor. Visitors Center - Wine Country.doc 151 5. The Contractor shall furnish all equipment and tools, except the metered hydrant connections, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant use. 6. Violation of these requirements will result in fines and will lay the Contractor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of a fire. 1.06 SECURITY AND PROTECTION FACILITIES INSTALLATION: A. General: Provide a reasonably neat and uniform appearance in security and protection facilities acceptable to the Architect and the Owner. B. Temporary Fire Protection: Comply with the applicable recommendations of NFPA Standard 10 "Standard for Portable Fire Extinguishers ". Locate fire extinguishers where they are most convenient and effective for their intended purpose. Store combustible materials in containers in recognized fire -safe locations. 1. Develop and supervise an overall fire prevention and first- aid fire protection program for personnel at the project site. Review needs with the local fire department officials and establish procedures to be followed. Instruct personnel in methods and procedures to be followed. Post warnings and information and enforce strict discipline. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, and access routes for fighting fires. Prohibit smoking. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of ignition for possible fires. C. Barricades, Warning Signs and Lights: Comply with recognized standards and code requirements for the erection of barricades where needed to prevent accidents and losses. Paint with appropriate colors, graphics and warning signs to inform personnel and public, of the hazard being protected against. Provide lighting for safety. D. Enclosure Fence: Install a general enclosure fence or fences at locations on site to protect persons from open excavations or demolished building elements, with suitable lockable gates. Locate as required to protect the work, and the public. Install in a manner that will prevent persons from easily entering work and materials storage areas, except by way of the entrance gates when open. 1. Provide temporary chain -link fencing with posts set in precast concrete bases. Relocate fencing facilities as necessary. 2. Provide highly visible fencing around D.O.E. test wells for duration of project. E. Storage: Where materials and equipment must be temporarily stored, prior to and during construction. Provide secure storage. F. Environmental Protection: Provide general protection facilities, operate temporary facilities, conduct construction activities, and enforce strict discipline for personnel on the site in ways and by methods that comply with environmental regulations, and that minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result from the performance of work at the site. Avoid the use of tools and equipment which produce harmful noise. Restrict the use of noise making tools and equipment to hours of use that will minimize noise complaints from facility occupants and persons or firms near the project site. No on site burning is permitted. Promote recycling of recyclable materials. Minimize and control dust. G. Provide temporary scaffold construction (refer to "Concept Barricade" plans). Contractor to provide detailed construction plans in "Work Plan" document. Visitors Center - Wine Country.doc 152 1.07 OPERATIONS, TERMINATION AND REMOVAL: A. Supervision: Enforce discipline in use of temporary services and facilities at the site. Do not allow hazardous, dangerous or unsanitary conditions to develop or persist on the project site. 1. Refer to "Project Design." B. Maintenance: Operate and maintain temporary services and facilities in good operating condition throughout t th ti F and until i Protect from irvug�ivu� uic time v� use and until rciiii removal. r•I VLCIa IIUm U8fT1dyE) by freezing temperatures and similar elements. 1. Maint the operation of temporary enclosures, where required to achieve indicated results in the Work and to avoid the possibility of damage to the Work or to the public. 2. Protection: Maintain distinct markers for underground lines. Protect from damage during excavation operations. C. Termination and Removal: Remove each temporary service and facility promptly when the need for it has ended. Complete, restore permanent work which may have been delayed because of the temporary service or facility. 1. Materials and facilities that constitute temporary services and facilities are and remain the property of the Contractor. 2. Repair or replace street paving at the temporary entrances, as required by the governing authority. END OF SECTION 01500 • Visitors Center - Wine Country.doc 153 SECTION 01710 - CLEANING PART 1 GENERAL 1.01 GENERAL DESCRIPTION A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. B. Throughout the construction period, maintain the buildings and site in a standard of cleanliness as described in this Section. C. In addition to standards described in this Section, comply with all requirements for cleaning as described in various other Sections of these Specifications. 1.02 QUALITY ASSURANCE A. Conduct daily inspection, and more often if necessary, to verify that requirements of cleanliness are being met. B. In addition to the standards described in this Section, comply with all pertinent requirements of governmental agencies having jurisdiction. 1.03 CLEANING MATERIALS AND EQUIPMENT A. Provide all required personnel, equipment, and materials needed to maintain the specified standard of cleanliness. 1.04 COMPATIBILITY A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the materials or as approved by the Architect. 1.05 PROGRESS CLEANING A. Definition: "Progress Cleaning" shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort and hand held soft broom. B. General: Retain all stored items in an orderly arrangement providing the required protection of materials. Do not allow the accumulation of scrap, debris, waste material. Provide adequate storage for all items awaiting removal from the job site, observing all requirements for fire protection and protection of the environment. C. Site and Structure: Weekly, and more often if necessary, pick up all scrap, debris, and waste material and remove to approved landfill site(s). Maintain the site in a neat and orderly condition at all times. Sweep all interior spaces clean. D. As required for installation of materials, clean to the degree recommended by the manufacturer of the material. Use all equipment and materials required to achieve the required cleanliness. E. Following the installation of finish materials, clean daily (and more often if necessary) while work is being performed in the space in which finish materials have been installed. Clean all foreign material which, in the opinion of the Architect, may be injurious to the finish material(s). Employ the use of vacuums to clean dust from finished areas, including those being used by the bank for business operations. 1.06 FINAL CLEANING AND FINISHING Vistors Center - Wine Country.doc 154 A. Definition: Except as otherwise specifically provided, "final cleaning" shall be interpreted as meaning the level of cleanliness provided by skilled cleaners using commercial quality building maintenance equipment and materials. B. General: Prior to the request for the Substantial Completion inspection of the Work, remove from the job site all tools, surplus materials, equipment, scrap, debris, and waste. Conduct final cleaning as described below. C. Site: Unless otherwise directed by the Architect, broom clean all paved areas on the site and all public paved areas directly adjacent to the site. Completely remove all resultant debris, then wash down with clean water taking care not to splash against adjacent surfaces or to flood area. D. Structures: 1. Exterior: Visually inspect all exterior surfaces and remove all traces of soil, waste material, smudges, and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. If necessary to achieve a uniform degree of exterior cleanliness, properly wash the exterior of the structure. In the event of stubborn stains not removable with water, the Architect may require other cleaning methods which will be at no additional cost to the Owner. 2. Interior: Visually inspect all interior surfaces and remove all traces of soil, waste material, smudges, and other foreign matter. Remove all traces of splashed materials from adjacent surfaces. Remove all paint droppings, spots, stains, and dust from finished surfaces. Use only the specified cleaning materials and equipment. 3. Glass: Clean all glass inside and outside. 4. Polished Surface: All surfaces requiring the routine application of buffed polish, apply the polish recommended by the manufacturer of the material being polished. 5. Timing: Schedule final cleaning to enable the Owner to occupy or utilize a completely clean facility for the installation of Owner furnished and installed finishes and equipment. 6. It is mandatory to clean ducts, blowers, and coils if units were operated or exposed during construction. 7. It is mandatory to replace filters in units if oper di airing rnnstr action a. Replace filters in existing units through the duration of the project while under construction. Also replace filters at time of project substantial completion. 8. Replace filters just prior to testing and balancing and then, again, prior to substantial completion. E. Floor Surface Finishes: 1. For all resilient flooring finishes, just prior to Architect's inspection for Substantial Completion, thoroughly clean all flooring materials and apply Armstrong S -480 acrylic (strip as required) commercial floor polish. Apply proper type of materials, three "thin" coats, and buffing procedures (if any) in strict compliance with the manufacturer's instructions for each type of flooring. Notify Owner of product to be used and include instructions for flooring maintenance in Operations and Maintenance Manual. 2. For all ceramic tile flooring and unglazed wall or unglazed base, just prior to Architect's inspection for Substantial Completion, thoroughly clean all flooring materials. Notify Owner of instructions for flooring maintenance in Operations and Maintenance Manual. Visitors Center - Wine Country.doc 155 1.07 CLEANING DURING OWNER'S OCCUPANCY A. The Owner will occupy the facility during construction. Responsibility for interim and finish cleaning of the occupied spaces shall be by the Contractor. 1.08 REQUIREMENTS OF REGULATORY AGENCIES A. Safety and Insurance Standards: Maintain project in accordance with the following safety and standards: 1. State of Washington and Federal Safety and Health Regulations for Construction. B. Fire Protection: Store volatile waste in covered metal containers, and remove from premises daily. Provide structural fire protection as required by local authorities. C. Pollution Control: Conduct clean -up, disposal operations, and dust control to comply with local ordinances and anti - pollution laws. 1. Burning or burying of rubbish and waste materials on the project site is not permitted. 2. Disposal of volatile fluid wastes (such as mineral spirits, oil, or paint thinner) in storm or sanitary sewer systems or into streams, waterways or on site is not permitted. 3. Site and neighboring sites must be kept clear of dust at all times by whatever means necessary. 4. Clean all adjacent public streets of dust and debris taking care not to deposit excessive amounts of dust into the public storm water system. Remedy for improper cleaning or damage to the public system will be to repair and /or clean the system to the satisfaction of the jurisdiction and pay all associated costs. END OF SECTION 01710 Visitors Center - Wine Country.doc 156 SECTION 01720 - PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.01 GENERAL DESCRIPTIONS A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specific qer-tirm..pply t the work of this Section B. Throughout progress of the Work of this Contract, maintain accurate records of all changes in the Contract Documents. 1.02 QUALITY ASSURANCE A. The Contractor is responsible for the maintenance and coordination of all Record Documents. B. Thoroughly coordinate all changes within the Record Documents, make accurate and proper entries on each page of Specifications, each sheet of Drawings and other Documents where such information is required. C. Make all entries within 24 hours after receipt of information. 1.03 SUBMITTALS A. Prior to submitting request for final payment, submit the final Record Documents to the Architect for review. Review Record Documents with the Architect during Construction period at the monthly progress meetings. 1.04 PRODUCT HANDLING A. Use all means necessary to keep the job set of R Document0 completely protected from deterioration and from loss and damage until completion of the Work and the transfer of the recorded data to the final set of Record Documents. In the event of loss of recorded data, use all means necessary to replace the lost data to the Architect's approval. 1.05 RECORD DOCUMENTS A. Job set: Promptly following award of Contract, request one 'complete set of all Documents comprising the Contract (including Specifications and Addenda) from bidding sets. Identify as "Record Documents - Job Set." 1. Tape addenda in drawings and specifications. B. Final Record Drawings (2 sets required): At a time near Substantial Completion of the Work, record on a clean set of "Bond Paper Drawings" the information contained on the drawing portion of the job set. Forward the job set and the final sets to the Architect. Contractor shall pay for the printing of the "Bond Paper Drawings." 1. "Clean" sets of contract documents may be used. Torn, soiled or tattered sets are not acceptable. 2. Tape addenda notations on drawings sets. • C. Final Record Specifications /Schedules /Details /Addenda: (2 sets required). 1. Tape addenda notations in specifications and schedules. 1.06 MAINTENANCE OF JOB SET A. Do not use the job set for any purpose except entry of new data and for review by the Architect. Visitors Center - Wine Country.doc 157 B. Making Entries on Record Documents: Using an erasable colored pencil (not ink or indelible pencil), dearly describe the change by note and by graphic line, as required. Date all entries. Call attention to the entry by a "cloud" around the area or areas affected. In the event of overlapping changes, different colors may be used for each of the changes. Make entries in the pertinent Documents as approved by the Architect. 1. Documents with unclear or unintelligible markings will be rejected and will be required to be resubmitted. C. Conversion of Schematic Layouts of Drawings and Details 1. In most cases on the Drawings, arrangement of conduits and circuits, piping, ducts, and other similar items, are shown schematically and are not intended to portray precise physical layout. Final physical arrangement is as built. Graphically show actual installation layout. 2. Show on the job set of Record Drawings, by dimension accurate to within (1 "), the centerline of each run of items such as are described in Paragraph (1) above. Clearly identify the item by accurate note such as "cast iron drain," "galv. water," etc. Show, by symbol or note, the vertical location of the item ( "under slab," "in ceiling plenum," "exposed," etc.). Make all identification sufficiently descriptive that it may be related reliably to the Specifications. 3. The Architect may waive the requirements for conversion of schematic data where, in the Architect's judgment, such conversion serves no beneficial purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the Architect. No waiver shall be granted for site work documents. 4. Timing of entries: Be alert to changes in the Work from how it is shown in the Contract Documents. Promptly make the entry or entries required. a. Tape addenda notations on the drawings, details, schedules, specifications, etc. D. Use all means necessary to determine actual locations of the installed items. E. Tape all addenda and notations on drawings and specifications. 1.07 FINAL RECORD DOCUMENTS A. After obtaining the "bond paper drawings" or "clean" contract drawings described in Paragraph 1.05 above and prior to start of transfer of recorded data thereto, review with the Architect. Make all required revisions and transfer all change data as shown on the job set of Record Drawings to the bond paper drawings. B. Identify products, colors, trim, installation devices, etc. of materials specified and installed as a part of the Record Documents. 1. Document on the drawings and specifications. C. Review and Approval: Submit the completed total job set of Record Documents to the Architect as described in Paragraph 1.03 above. 1.08 CHANGES SUBSEQUENT TO ACCEPTANCE A. The Contractor shall have responsibility for recording changes in the Work subsequent to acceptance of the Work by the Owner if it is found that actual as -built conditions differ from the Record Documents. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION 01720 Visitors Center - Wine Country.doc • 158 SECTION 01730 — OPERATION AND MAINTENANCE DATA PART1 GENERAL 1.01 GENERAL DESCRIPTION A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other Division 0 and 1 Specification Sections apply to the work of this Section. B. Furnish and deli. the operations and nt data described u. � urinal i al lu deliver the auuilS al lu Iilail ncl Idl II;C Udld UCJCI IUCd If 1 this Section and in pertinent other Sections of these Specifications prior to submitting the notice that the work is substantially complete. 1.02 SUBMITTALS A. Submit two copies of the Final Manual to the Owner as part of the Operation and Maintenance instruction. 1.03 MANUAL A. General: Where various information is required to be provided to the Owner for maintenance and /or operation under other Sections of these Specifications, prepare in accordance with the following: B. Format: 1. Size: 8 -1/2" by 11" 2. Paper: White bond 3. Text: Neatly typewritten 4. Drawings: (11") in height preferable; bind in with text; foldout acceptable; larger drawings acceptable, but fold to fit within the Manual and provide a drawing pocket inside rear cover or bind in with text. 5. Flysheets: Separate each portion of the Manual with neatly prepared flysheets briefly describing contents of the ensuing portion. 6. Binding: Use heavy -duty plastic or cardboard covers with binding mechanism concealed inside the Manual; 3 -ring binders are preferred. C. Clearly identify, on the front cover and the "binding ", the following information: OPERATING AND MAINTENANCE INSTRUCTIONS MANUAL (PROJECT NAME) (Name of Contractor) (Name of Architect) (General Subject of this Manual) Visitors Center - Wine Country.doc 159 D. Contents: Include at least the following: 1. Neatly typewritten index near the front of the Manual, giving immediate information as to location within the Manual of all emergency data regarding the installation. 2. Copy of all guarantees and warranties issued. 3. Complete instructions regarding operation and maintenance of all equipment involved, including lubrication, disassembly, and reassembly. 4. Complete nomenclature of all parts of all equipment. 5. Complete nomenclature and part number of all replaceable parts, name and address of nearest vendor, and all other pertinent data regarding procurement procedure. 6. Manufacturers' bulletins, cuts, and descriptive data, where pertinent, clearly indicating the precise items included in this installation and deleting, or otherwise clearly indicating, all manufacturers' data with which this installation is not concerned. 7. Such other data as required in pertinent other Sections of these Specifications. 8. Provide other 0 & M information (videos, taped directions, instructional meeting minutes, etc.) as required in other sections of this specification. END OF SECTION 01730 Visitors Center - Wine Country.doc 160 SECTION 01740 - WARRANTIES AND BONDS PART1 GENERAL 1.01 RELATED DOCUMENTS A. The work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions, Supplementary General Conditions, Special Conditions, and other rlivic inn n and 1 Cr�onifino +inn v Con+inn •,nr+l.. t ork Sect :,.. u .. ✓. wwi v v ui w rvvu,vuuvi vVVUVi W cAvt./ly lV 1.11 c YVVI n VI LI 110 JcI4UVI I. B. Refer to the General Conditions for terms of the Contractor's warranty of workmanship and materials, for the uncovering of work, for the nnrrect_inn of work, and time periods for w arranty and corrections. C. General close -out requirements are included in Section "Contract Close- Out." D. Specific requirements for warranties for the Work and products and installations that are specified to be warranted, are included in the individual Sections of Divisions 2 through 12. 1.02 GENERAL DESCRIPTION A. Disclaimers and limitations on product warranties do not relieve the Contractor, subcontractors, suppliers, or manufacturers of the specified warranty on Work that incorporates the warranted products. B. Standard Product Warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. C. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the cm /m D. The starting date of each and every warranty begins at the date of Substantial Completion, whether or not the warranty is dated otherwise. 1.03 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. B. When Work covered by a warranty has failed and has been corrected by replacement or rebuilding, provide a new warranty by written endorsements. The new warranty and time period shall be equal to the original warranty. C. Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. D. Written warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. Visitors Center - Wine Country.doc • 161 1.04 SUBMITTALS A. Submit written warranties to the Architect per project close -out requirements. 1. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work, or for a designated portion of the Work, submit written warranties upon request of the Architect. 2. When a special warranty or certification is required to be executed by the Contractor, or by a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit for review prior to final execution. B. Per project close -out requirements, compile two copies of each required warranty certification and bond properly executed by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence and identify in the table of contents of the Operating and Maintenance Instruction Manual(s). 1. If not specifically included on the warranty document, provide a typed description of the product or installation, including the name of the product, and the name, address and telephone number of the installer and contact person with each warranty /certification. END OF SECTION 01740 • Visitors Center - Wine Country.doc 162 SECTION 01750 - CONTRACT CLOSEOUT PART 1 GENERAL 1.01 RELATED DOCUMENTS A. The Work of this Section applies to the Drawings, Specifications, and as provisions of the Contract. The General Conditions Supplementary General Conditions, Special Conditions, and other f l i n 1 Specification Sections apply ♦ . .. h.. Work W... -k...r u ...- 0,...t:,.... vti IcI v I V SJwl I v and 1 v }J cl...II I..atl Vi I Vii l.i tl V1 I. ap w t u Ic V V vl n vi a Il Section. LIUI i. 1.02 SUMMARY A. This Section and other Division 0 and Division 1 Sections include administrative and procedural requirements for contract closeout. B. Close -out requirements for specific construction activities are included in this Section and the appropriate Sections in Divisions 2 through 16. 1.03 SUBSTANTIAL COMPLETION A. In order to achieve Substantial Completion: 1. Contractor shall prepare a comprehensive list of items to be completed or corrected. Proceed with the completion and correction of the listed items. 2. Advise the Owner, in writing, of pending insurance changeover requirements. 3. Submit specific certifications, and similar documents associated with the work. 4. Provide releases, as applicable, enabling the Owner unrestricted use of the site. 5. Remove temporary facilities and other similar facilities from the site. 6. Complete final cleanup requirements. B. Architect's Inspection Procedures 1. Following completion of the provisions listed ahnve Contractor shall submit a written request for the Architect's inspection. Further, Contractor shall include documentation with the written request for inspection that each of the provisions listed above have been complied with and have been completed. After the above information is received, the Architect will proceed with the requested inspection within a reasonable time or will advise Contractor in writing of unfulfilled requirements. C. Application for Payment 1. Architect shall sign and issue copies of the Certificate of Substantial Completion to Contractor for signature. Only after Contractor has signed and returned all copies of the Certificate of Substantial Completion to the Architect may Contractor submit the Application for Payment showing all items to be 100% complete except as follows: a. The line item for Project Close -Out shall not be reduced in any portion except as specifically approved by Owner. b. Any item that is deficient or incomplete. In this event, the Owner must agree in writing to the value of the work left to be completed and applied for. Further, a specific time line for completion that has been developed and submitted in writing by the Contractor must be included. Visitors Center - Wine Country.doc 163 1.04 FINAL INSPECTION A. Within the Contract time limitations, the Contractor shall submit written certification that: 1. Close -Out requirements of the Contract Documents have been reviewed. 2. Project has been inspected for compliance with Contract Documents. 3. Work has been completed in accordance with Contract Documents. 4. All items attached to the Certificate of Substantial Completion to be corrected are completed, and ready for final inspection. B. Architect will make final inspection within ten days after receipt of Contractor's certifications listed in Paragraph 1.04 above. C. Should Architect consider that Work is finally complete in accordance with requirements of Contract Documents, he shall request Contractor to finalize all Project Close -Out submittals. 1.05 EVIDENCE OF PAYMENTS, AND RELEASE OF LIENS A. Final payment will not be approved until the following submittals are received: 1. Contractor's Affidavit of Payment of Debts and Claims. (AIA G706) 2. Contractor's Affidavit of Release of Liens (AIA G706A), with: a. Consent of Surety to Final Payment. (AIA G707) b. Subcontractor's and material and equipment suppliers' Release or Waiver of Liens. 3. Written certifications listed in Paragraph 1.04 above. 4. Final adjustment of accounts. B. All submittals shall be duly executed before delivery to Architect. 1.06 FINAL APPLICATION FOR PAYMENT A. After submittal of final statement of accounting to the Architect and signed receipt of any resulting Change Order, Contractor shall submit final Application for Payment in accordance with requirements of the Specifications. 1.07 FINAL CERTIFICATE FOR PAYMENT A. Architect will issue final certificate in accordance with provisions of the Specifications. B. Should final completion be materially delayed through no fault of Contractor, Architect may issue a Semi -Final Certificate for Payment, in accordance with provisions of General Conditions and Supplementary Conditions. 1.08 EXTRA SERVICES BY ARCHITECT /ENGINEER A. Extra services include additional inspections and re- inspections, investigations and site visits required by defective installations or equipment which appear during construction and guarantee periods and which exceed one visit for each item or system of defective Work. Work required to be performed by the Architect/Engineer which results from incomplete information provided by the Contractor shall constitute extra services and will be billed to the Owner to be deducted from the Contract Sum by Change Order. Visitors Center - Wine Country.doc 164 B. Charges for Architect/Consultant's extra services will be billed to the Owner and reimbursement shall be paid by the Contractor according to the following schedule. Charges not paid prior to approval of Contractor's final payment may be billed directly to the Contractor by the Owner for payment. 1. Schedule: Time: Per diem rate of $400.00 per 1/2 day, per individual. Expenses: Actual cost pius 10% service on handling fee. Travel: A rate of 26 cents per mile from the Architect's or Consultant's home office to the site. END OF SECTION 01750 • Visitors Center - Wine Country.doc PART 111 TECHNICAL SPECIFICATIONS (Divisions 2 - 14) Division 2: SITEWORK 02000 Civil Site Improvements Std Specs for Road, Bridge & Municipal Construction 02110 Site Clearing 02200 Earthwork 02511 Hot -Mixed Asphalt Paving 02520 Concrete Paving 02810 Underground Irrigation System Division 3: CONCRETE 03300 Concrete Division 4: MASONRY 04730 Artificial Stone Veneer Division 5: METALS 05500 Metal Fabrications Division 6: WOOD AND PLASTICS 06100 Rough Carpentry 06200 Finish Carpentry Division 7: THERMAL AND MOISTURE PROTECTION 07200 Insulation 07310 Composition Shingles (ALTERNATE BID) 07320 Roofing Tile (BASE BID) 07600 Flashing and Sheet Metal 07900 Joint Sealants Division 8: DOORS AND WINDOWS 08211 Doors (BASE BID / ALLOWANCE) 08710 Finish Hardware 08800 Windows (BASE BID / ALTERNATE BID) Division 9: FINISHES 09200 Stucco System 09250 Gypsum Drywall 09512 Acoustical Ceiling Systems 09650 Resilient Flooring 09680 Carpeting 09900 Painting Division 10: SPECIALTIES 10425 Signs Division 11: SPECIAL CONSTRUCTION (NOT APPLICABLE) Division 12: FURNISHINGS 12300 Cabinets and Casework Division 13: SPECIAL CONSTRUCTION (NOT APPLICABLE) 167 SECTION 02000 - CIVIL SITE IMPROVEMENTS PART1 GENERAL RELATED DOCUMENTS The 2002 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association as completely referenced on the next page of these documents. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specifications, apply to this Section. SUMMARY This Section includes requirements for the project work constructed outside of the building that are directly relative to Roadway and Municipal Construction such as: a. Grading for site. b. Asphalt concrete pavement including base rock material. c. Cement concrete curbs, curb and gutters, and sidewalks. d. Sanitary sewer facilities including new pipes and cleanouts. e. Domestic and fire water facilities including new pipes and fittings, valves, meter, and fire hydrants. f. Storm drainage facilities including catch basins, drain fields, and pipes. g. Pavement marking for parking areas. - - Visitors - Wine Couritry.doc 168 Visitors Center - We Country.doc - - - - - 169 CITY OF YAKIMA DESCRIPTION OF THE WORK This project consists of the furnishing of all labor, materials, and equipment required for the construction of a new 1,680 square foot Visitor Information Center. This project includes building, parking lot and landscape construction including minor roadway widening, curb, gutter, sidewalk and lighting. STANDARD SPECIFICATIONS The 2002 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made a part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. The APWA Supplement to Division 1 (Division 1 -99) of the 2002 Standard Specifications for Road, Bridge, and Municipal Construction will apply to this Contract. The following Special Provisions supersede any conflicting provisions of the 2002 Standard Specifications for Road, Bridge, and Municipal Construction and the appended amendments to the Standard Specifications and are made a part of this Contract. INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2002 Standard Specifications for Road, Bridge, and Municipal Construction (English). AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references, which do not apply to this particular project. Visitors - Wine Country.doc - • 170 • • - Visitors Center- Wine Country.doc - - -- - - • - 171 DIVISION 1 GENERAL REQUIREMENTS SECTION 1 -04, SCOPE OF THE WORK January 7, 2002 1 -04.7 Differing Site Conditions (Changed Conditions) This section is revised to read: During the progress of the work, if preexisting subsurface or latent physical conditions are encountered at the site, differing materially from those indicated in the contract, or if preexisting unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing site conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions and if he /she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding loss of anticipated profits, will be made and the contract modified in writing accordingly. The Engineer will notify the Contractor of his /her determination whether or not an adjustment of the contract is warranted. No contract adjustment, which results in a benefit to the Contractor, will be allowed unless the Contractor has provided the required written notice. The equitable adjustment will be by agreement with the Contractor. However, if the parties are unable to agree, the Engineer will determine the amount of the equitable adjustment in accordance with Section 1 -09.4. Extensions of time will be evaluated in accordance with Section 1 -08.8. If the Engineer determines that different site conditions do not exist and no adjustment in costs or time is warranted, such determination shall be final as provided in Section 1 -05.1. If there is a decrease in the costs or time required to perform the work, failure of the Contractor to notify the Engineer of the differing site conditions shall not affect the Contracting Agency's right to make an adjustment in the costs or time. No claim by the Contractor shall be allowed unless the Contractor has followed the procedures provided in Section 1 -04.5 and 1- 09.11. SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC August 5, 2002 1 -07.15 Temporary Water Pollution /Erosion Control This section is supplemented with the following: 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan The Contractor shall prepare a project specific spill prevention, control and countermeasures (SPCC) plan to be used for the duration of the project. The plan shall be submitted to the Engineer prior to the commencement of any on site construction activities. The Contractor shall maintain a copy of the plan at the work site, including any necessary updates as the work progresses. If hazardous materials are encountered during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can be taken. Hazardous material, as referred to within this specification, is defined in RCW 70.105.010 under "Hazardous Substances ". Occupational safety and health requirements that pertain to SPCC planning are contained in WAC 296 -155 and WAC 296 -62. The SPCC plan shall address the following project- specific information: 1. SPCC Plan Elements - _ _ Visitors - Wine Coun.doc 172 A. Site Information Identify general site information useful in construction planning, recognizing potential sources of spills, and identifying personnel responsible for managing and implementing the plan. B. Project Site Description Identify staging, storage, maintenance, and refueling areas and their relationship to y drainage pathways, waterways, and other sensitive a Specifically address: _ _ • the Contractor's equipment maintenance, refueling, and cleaning activities. • the Contractor's on site storage areas for hazardous materials. C. Spill Prevention and Containment Identify spill prevention and containment methods to be used at each of the locations identified in B., above. D. Spill Response Outline spill response procedures including assessment of the hazard, securing spill response and personal protective equipment, containing and eliminating the spill source, and mitigation, removal and disposal of the material. E. Standby, On -Site, Material and Equipment The plan shall identify the equipment and materials the Contractor will maintain on site to carry out the preventive and responsive measures for the items listed. F. Reporting The plan shall list all federal, state and local agency telephone numbers the Contractor must notify in the event of a spill. G. Program Management Identify site security measures, inspection procedures and personnel training procedures as they relate to spill prevention, containment, response, management and cleanup. H. Preexisting Contamination If preexisting contamination in the project area is described elsewhere in the plans or specifications, the SPCC plan shall indicate measures the Contractor will take to conduct work without allowing release or further spreading of the materials. 2. Attachments A. Site plan showing the locations identified in (1. B. and 1. C.) noted previously. B. Spill and Incident Report Forms, if any, that the Contractor will be using. Implementation Requirements The Contractor shall be prepared and shall carry out the SPCC plan in the event of a hazardous spill within the project limits. • Payment The lump sum contract price for the "SPCC Plan" shall be full pay for: 1. All costs associated with creating the SPCC plan. 2. All costs associated with providing and maintaining on site standby materials and equipment described in the SPCC plan. As to other costs associated with spills the contractor may request payment as provided for in the Contract. No payment shall be made if the spill was caused by or resulted from the Contractor's operations, negligence or omissions. - Visitors Center - Wine Country.doc- - - - - _ 173 SECTION 1 -09, MEASUREMENT AND PAYMENT August 5, 2002 1- 09.2(4) Specific Requirements for Belt Conveyor Scales In the first paragraph, the reference to "National Bureau of Standards Handbook No. 44," is revised to read: National Institute of Standards and Technology (NIST) Handbook No. 44, 1 -09.6 Force Account On page 1 -86, under "For Labor ", the fourth and fifth sentences in the second paragraph are deleted. On page 1 -86, under "For Labor ", the fifth paragraph is revised to read: In addition to compensation for direct labor costs defined above, the Contracting Agency will pay the Contractor 29 percent of the sum of the costs calculated for labor reimbursement to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. This amount will include any costs of safety training and health tests, but will not include such costs for unique force account work that is different from typical work and which could not have been anticipated at the time of bid: On page 1 -87, under "For Equipment ", the third paragraph is supplemented with the following: In the event that prior quotations are not obtained and the vendor is not a firm independent from the Contractor or subcontractor, then after - the -fact quotations may be obtained by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of the submitted invoice. On page 1 -88, under "For Services ", the first paragraph is supplemented with the following: In the event that prior quotations are not obtained and the service invoice is submitted by a subcontractor, then after - the -fact quotations may be obtained by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of the submitted invoice. SECTION 1 -10, TEMPORARY TRAFFIC CONTROL January 7, 2002 • 1- 10.2(1) General This section is revised to read: It is the Contractor's responsibility to plan, conduct and safely perform the work. The Contractor shall designate an individual or individuals to perform the duties of Traffic Control Manager (TCM). The TCM must be an employee of the Contractor. The duties of the TCM may not be subcontracted. The Contractor shall also designate an individual or individuals to perform the duties of the Traffic Control Supervisor (TCS). The TCS shall be responsible for safe implementation of approved Traffic Control Plans provided by the TCM. The TCM and TCS shall be certified as worksite traffic control supervisors by one of the organizations listed in the Special Provisions. A TCM and TCS are required on all projects that have traffic control. The TCM may also perform the duties of the TCS. The Contractor shall identify an alternate TCM and TCS who can assume the duties of the assigned or primary TCM and TCS in the event of that person's inability to perform. Such alternates shall meet the same requirements as the primary TCM and TCS. Visitors Center-. Wine Country.doc - _ _ 174 The Contractor shall maintain 24 -hour telephone numbers at which the TCM and TCS can be contacted and be available upon the Engineer's request at other than normal working hours. The TCM and TCS shall have the appropriate personnel, equipment, and material available at all times in order to expeditiously correct any deficiency in the traffic control system. 1- 10.2(1)A Traffic Control Manager This section is revised to read: The di sties of the Traffic Cnntrni Manager (TCM) sh include: 1. Overseeing and approving the actions of the Traffic Control Supervisor (TCS) to ensure that proper safety and traffic control measures are implemented and consistent with the specific requirements created by the Contractor's work zones and the Contract. 2. Providing the Contractor's designated TCS with approved Traffic Control Plans (TCP's) which are compatible with the work operations and traffic control for which they will be implemented. 3. Discussing proposed traffic control measures and coordinating implementation of the Contractor - adopted traffic control plan(s) with the Engineer. 4. Coordinating all traffic control operations, including those of subcontractors, suppliers, and any adjacent construction or maintenance operations. 5. Coordinating the project's activities (such as ramp closures, road closures, and lane closures) with appropriate police, fire control agencies, city or county engineering, medical emergency agencies, school districts, and transit companies. 6. Overseeing all requirements of the contract which contribute to the convenience, safety, and orderly movement of vehicular and pedestrian traffic. 7. Having the latest adopted edition of the MUTCD including the Modifications to the MUTCD for Streets and Highways for the State of Washington and applicable standards and specifications available at all times on the project. 8. Attending all project meetings where traffic management is discussed. 9 Reviewing the TCS diaries daily and being aware of "field" traffic control operations. 10. Assuring daily submissions of previous day's TCS diaries, indicating date of TCM review, to WSDOT TCS. 11, Being present on -site a sufficient amount of time to adequately accomplish the above - listed duties. 1- 10.2(1)B Traffic Control Supervisor This section is revised to read: A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control labor is required or less frequently, as approved by the Engineer. The TCS shall personally perform all the duties of the TCS. During non -work periods, the TCS shall be available to the job site within a 45- minute time period after notification by the Engineer. The TCS's duties shall include: 1. Inspecting traffic control devices and nighttime lighting for proper location, installation, message, cleanliness, and effect on the traveling public. Traffic control devices shall be inspected each work shift except that Class A signs and nighttime lighting need to be checked only once a week. Traffic control devices left in place for 24 hours or more should also be inspected once during the nonworking hours when they are initially set up (during daylight or darkness, whichever is opposite of the working hours). _ - _ _- Visitors Center - Wine Country.doc - - - 175 2. Preparing a daily traffic control diary on DOT Forms 421 -040A and 421 -040B, which shall be submitted to the Engineer no later than the end of the next working day to become a part of the project records. The Contractor may use their own form if it is approved by the Engineer. Include in the diary such items as: a. When signs and traffic control devices are installed and removed, b. Location and condition of signs and traffic control devices, c. Revisions to the approved traffic control plan (TCP), d. Lighting utilized at night, and e.Observations of traffic conditions. 3. Ensuring that corrections are made if traffic control devices are not functioning as required. The TCS may make minor revisions to the approved traffic control plan to accommodate site conditions as long as the original intent of the traffic control plan is maintained and the revision has concurrence of the TCM and /or WSDOT TCS. 4. Attending traffic control coordinating meetings or coordination activities as authorized by the Engineer. 5. Ensuring that all needed traffic control devices are available and in good working condition prior to the need to install those devices. 6. Having a current set of approved TCP's and applicable contract provisions as provided by the TCM and the latest adopted edition of the MUTCD including the Modifications to the MUTCD for Streets and Highways for the State of Washington and applicable standards and specifications. The TCS may perform the work described by "Traffic Control Labor" as long as the duties of the TCS are accomplished. Possession of a current flagging card by the TCS is mandatory. A reflective vest and a hard hat shall be worn by the TCS. 1- 10.2(2) Traffic Control Plans This section including title is revised to read: 1- 10.2(2) Traffic Control Plans (TCP's) The traffic control plan or plans appearing in the contract plans show a method of handling traffic. All flaggers are to be shown on the traffic control plan except for emergency situations. The Contractor shall designate and adopt in writing the specific traffic control plan or plans required for their method of performing the work. If the Contractor's methods differ from the contract traffic control plan(s), the Contractor shall propose modification of the traffic control plan(s) by showing the necessary construction signs, flaggers, and other traffic control devices required for the project. The Contractor's modified traffic control plan(s) shall be in accordance with the established standards for plan development as shown in the MUTCD, Part VI. The Contractor's letter designating and adopting the specific traffic control plan(s) or any proposed modified plan(s) shall be submitted to the Engineer for approval at least ten calendar days in advance of the time the signs and other traffic control devices will be required. The Contractor shall be solely responsible for providing copies of the approved Traffic Control Plans to the Traffic Control Supervisor. SECTION 1 -99, APWA SUPPLEMENT August 5, 2002 Section 1 -02.1 (APWA Only) on Page 112 This section is revised to read: Bidders shall be qualified by experience, financing, equipment, and organization to do the work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the work satisfactorily. Visitors - Wine Country.doc • 176 Section 1 - 02.14 (APWA Only) Page 114 tem 3 is revised to read: 3. The bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized pre - qualification amount as may have been determined by a pre - qualification of the bidder; Item 10 is deleted Section 1 - 07.18 (APWA Only) Page 1 - 123 Item No. 4 is revised to read: 4. A Pollution Liability policy, required if so stated in the Contract Provisions, providing coverage for claims involving remediation, disposal, or other handling of pollutants arising out of: (1) Contractor's operations related to this project; (2) transportation of hazardous materials to or from any site related to this project, including, but not limited to, the project site and any other site, including those owned by the Contractor or for which the Contractor is responsible; and (3) remediation, abatement, repair, maintenance or other work with lead -based paint or materials containing asbestos. Such Pollution Liability policy shall provide the following minimum coverage for Bodily Injury and Property Damage: $1,000,000 per occurrence Section 1 - 07.18 (APWA Only) Page 1 - 124 The third paragraph under "Evidence of Insurance" is revised to read: A copy of the endorsement naming Contracting Agency and any other entities required by the Contract Provisions as Additional Insured(s), and stating that coverage is primary and non- contributory, showing the policy number, and signed by an authorized representative of the insurance company nn Fnrm CG2nin (ISO) er egiuivalPn4 DIVISION 2 EARTHWORK SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT January 7, 2002 2- 03.3(14)D Compaction and Moisture Control Tests The second paragraph is revised to read: In place density will be determined using Test Methods WSDOT FOP for AASHTO T 310 and . WSDOT SOP for T 615. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS SECTION 5 -04, ASPHALT CONCRETE PAVEMENT • August 5, 2002 5- 04.3(5)C Crack Sealing Under item 1 "Sand Slurry", the first sentence is revised to read: The sand slurry shall consist of approximately 20 percent CSS -1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean U.S. No. 4 -0 paving sand. . - Visitors Center.- Wine-Country.dre - - - • • 177 5- 04.3(19) Sealing of Driving Surfaces This section including title is revised to read: Where shown in the Plans, the Contractor shall apply a fog seal. Before application of the fog seal all surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. The fog seal shall be CSS -1 or CSS -1 h uniformly applied to the pavement free of streaks and bare spots at the rate 0.03 to 0.05 residual gallons per square yard. The emulsified asphalt shall be diluted at a rate of one part water to one part emulsified asphalt unless otherwise directed by the Engineer. The emulsified asphalt shall be applied within the temperature range specified in Section 5- 02.3(3). 5 04.3(21) Paving Asphalt Revision The third sentence in the first paragraph is revised to read: A new contract item, Paving Asphalt Revision, will be established for material varying from the asphalt content shown in the Special Provisions by more than plus or minus 0.3 percent. 5 - 04.4 Measurement The following paragraph is added after the third paragraph: Asphalt for fog seal will be measured by the ton, before dilution, in accordance with Section 1 -09. The fourth paragraph is deleted. 5 - 04.5 Payment The following paragraph is added after the sixth paragraph: "Asphalt for Fog Seal ", per ton. The unit contract price per ton for "Asphalt for Fog Seal" shall be full pay for all costs of material, labor, tools, and equipment necessary for the application of the fog seal as specified. The following is inserted after the tenth paragraph: All costs for asphalt for tack coat shall be included in the unit contract price per ton of the asphalt concrete pavement. DIVISION 6 STRUCTURES SECTION 6 -02, CONCRETE STRUCTURES August 5, 2002 6- 02.3(2)A Contractor Mix Design The last sentence of the first paragraph is revised to read: All other concrete mix designs except those for lean concrete and commercial concrete shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete. 6 02.3(2)B Commercial Concrete This section is revised to read as follows: Commercial concrete shall have a minimum compressive strength at 28 days of 3000 psi in accordance with AASHTO T 22. Commercial concrete placed above the finished ground line shall be air entrained and have an air content from 4.5 percent to 7.5 percent per AASHTO T 152. Commercial concrete does not require plant approval, mix design, or source approvals for cement, aggregate, and other admixtures. . Visitors Center - Wine Country. dot 178 Where concrete Class 3000 is specified for nonstructural items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, luminaire bases, pedestals, cabinet bases, guardrail anchors, sign post foundations, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete and shall be air entrained. Commercial concrete shall not be used for structural items such as, bridges, retaining walls, box culverts, or foundations for high mast luminaires, mast arm traffic signals. cantilever signs, and sign bridges The Engineer may approve other non items not listed for use as commercial concrete. 6- 02.3(4)C Consistency The first paragraph is supplemented with the following: 4. 9 inches for shafts when using Class 4000P, provided the water cement ratio does not exceed 0.44 and a water reducer is used meeting the requirements of 9 -23.6. 5. 5.5 inches for all concrete placed in curbs, gutters, and sidewalks. The second paragraph is revised to read: When a high range water reducer is used, the maximum slump listed in 1, 2, 3, and 5 above, may be increased an additional 2 inches. 6- 02.3(6)A Weather and Temperature Limits to Protect Concrete The section "Cold Weather Protection" is revised to read: The Contractor shall provide a written procedure for cold weather concreting to the Engineer for • review and approval. The procedure shall detail how the Contractor will prevent the concrete temperature from falling below 50° F. Permission given by the Engineer to place concrete during cold weather will in no way ensure acceptance of the work by the Contracting Agency. Should the concrete placed under such conditions prove unsatisfactory in any way, the Engineer shall still have the right to reject the work although the plan and the work were carried out with his permission. The Contractor shall provide and maintain a recording thermometer on the concrete surface at a location specified by the Engineer. During freezing or near - freezing weather, data from this thermometer shall be readily available to the Engineer. The Contractor shall not mix nor place concrete while the air temperature is below 35° F, unless the water or aggregates (or both) are heated to at least 70° F. The aggregate shall not exceed 150° F. If the water is heated to more than 150° F, it shall be mixed with the aggregates before the cement is added. Any equipment and methods shall heat the materials evenly. The Contractor may warm stockpiled aggregates with dry heat or steam, but not by applying flame directly or under sheet metal. If the aggregates are in bins, steam or water coils or other heating methods may be used if aggregate quality is not affected. Live steam heating is not permitted on or through aggregates in bins. If using dry heat, the Contractor shall increase mixing time enough to permit the super -dry aggregates to absorb moisture. Any concrete placed in air temperatures below 35° F shall be immediately enclosed. Air temperature within the enclosure shall be maintained such that the concrete surface temperature stays between 50° F and 90° F, and the relative humidity shall be above 80 percent. These conditions shall be maintained for a minimum of seven days or for the cure period required by Section 6- 02.3(11), whichever is longer. If artificial heat is used to maintain the temperature inside the enclosure, moisture shall be added to the enclosure to maintain the humidity as stated above. The Contractor shall stop adding moisture 24 hours before removing the heat. Extra protection shall be provided for areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin sections, and concrete placed into steel forms). - Visitors Center - Wuie-Country.dgc - - 179 If weather forecasts predict air temperatures below 35° F during the seven days just after the concrete placement, the Contractor may place the concrete only if his approved cold weather concreting plan is implemented. In addition, if air temperatures fall below 35 °F within 7 days after placement of concrete, the Contractor shall implement his approved cold weather concreting plan. 6- 02.3(14)B Class 2 Surface Finish The first sentence of the first paragraph is revised to read: The Contractor shall apply a Class 2 finish to all above - ground surfaces not receiving a Class 1 finish as specified above unless otherwise indicated in the Contract. 6- 02.3(17)J Face Lumber, Studs, Wales, and Metal Forms On page 6 -60, the paragraph beginning with "All corners shall be beveled... etc." is revised to read: All corners shall be beveled 3/4 inch. However, footings, footing pedestals, and seals need not be beveled unless required in the Plans. 6- 02.3(26)H Grouting The sixth paragraph is revised to read: The Contractor shall proportion the mix to produce a grout with a flow of 11 to 20 seconds as determined by ASTM C 939, Flow of Grout for Preplaced Aggregate Concrete (Flow Cone Method). The grout ejected from the end vent shall have a minimum flow of 11 seconds. 6- 02.3(28)B Casting The following new paragraph is inserted after the first paragraph: Concrete shall meet the requirements of Section 6- 02.3(25)B for annual pre - approval of the concrete mix design, and slump. DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS • SECTION 7 -05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS January 7, 2002 7 -05.2 Materials The referenced section for Gravel Backfill for Drywells is revised to 9- 03.12(5). DIVISION 9 MATERIALS SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS January 7, 2002 9- 05.2(7) Perforated Corrugated Polyethylene Drainage Tubing Underdrain Pipe This section is revised to read: Perforated corrugated polyethylene drainage tubing underdrain pipe shall meet the requirements of AASHTO M252, Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe. The maximum size pipe shall be 10 -inch diameter. - _ . - - Visitors- Center - Wine Country.dot __ - - • • 180 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe This section is revised to read: Perforated corrugated polyethylene underdrain pipe, 12 -inch through 48 -inch diameter maximum, shall meet the requirements of AASHTO M 294 Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe. END OF AMENDMENTS TO THE STANDARD SPECIFICATIONS Visitors Center -- We Country.doc - - - - • - • 181 SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2002 Standard Specifications for Road, Bridge and Municipal Construction (English), and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision ( * * * * *) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions' date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are commonly applicable statewide. Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regions' ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are commonly applicable statewide. Project Specific Special Provisions normally appear only in the contract for which they were developed. DIVISION 1 GENERAL REQUIREMENTS 1 -02 PREPARATION OF PROPOSAL 1 -02.12 Public Opening Of Proposal This section is supplemented with the following: (September 5.1995) On this project, the bidder will not be required to submit with the bid a list of: 1. Subcontractors, and 2. The work subcontractors will perform. 1 -02.4 Examination of Plans, Specifications, and Site of Work 1- 02.4(1) General This section is supplemented with the following: There will be a pre -bid conference, at the time and location as listed in the invitation to bid, for the contractors to familiarize themselves with the particulars of said project, such as quantities, locations and difficulty of the work to be performed. The Owner and their representative do not - - _ ... Visitors - Center - Wine Counny.dflc- 182 guarantee the accuracy of the measurements. It is the responsibility of the Contractor to determine the measurements at the walk - through and bid accordingly. The meeting will include project discussion, DBE Contractor participation and requirements, and the Affirmative Action Plan. 1 -02.15 Pre -Award Information This section is supplemented with the following: 7. Acceptable third party testing procedures & verification per section 7- 20.3(1) The City will request the following documentation regarding efforts to maximize the opportunity for Women and Minority Business Enterprises and Women and Minority Workforce Utilization in the performance of this project from the low bidder. A copy of the four (4) -page form immediately follows this Special Provision Section 1 -02. 8. Identify the MBE's and WBE's used to fulfill the City's WMBE goal of 10 %. 9. Identify the subcontractors with the percentage of work they will do. 10. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. 11. Furnish an Affirmative Action profile, by ethnic category, on the low bidder's employees proposed to be utilized to do the contract work. _ _ _..- Visitors Center- - Wine Country.doc - - 183 1 of 4 MBE/WBE FORM - 5/95 Date: To: City of Yakima, Engineering Division 129 No. 2nd Street Yakima, WA 98901 Attn: Mr. K. Wendell Adams, P.E., City Engineer Re: Visitor Information Center, Gateway to Wine Country City of Yakima Project No. 1936 We are submitting the following information and documentation regarding Minority and Women Work Force Utilization and Women and Minority Business Enterprises as defined under Section 1- 02.15, Pre -Award Information of the Special Provisions. 7. A. Identify the MBE's or WBE's used to fulfill the City's WMBE goal of 10 %. Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): . % Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): _% Total percent of MBE/WBE bid items in project (without sales tax): ` _ % Visitors Center - Wine -Couutry.doc 184 2 of 4 MBE/WBE FORM - 5/95 (If total percent of MBE/WBE bid items in project are not at or above the City's goal of 10% provide the information and documentation required in section 7. B.) 7. B. Identify the MBE's or WBE's contacted for subcontractor work: 7. B. 1. Name of MBE/WBE Certification No. Contact Person: Phone Number: Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 2. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Qeasons for not selecting: Documentation regarding MBE /WBE contact is attached: YES NO 7. B. 3. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not electing: • Documentation regarding MBE/WBE contact is attached: YES NO - - _ -- . - Visitors Center -- - Wine Country.doc - - - - - 185 3 of 4 MBE/WBE FORM - 5/95 7. B. 4. Name of BE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 5. Name of BE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 8. Identify the subcontractors with the percentage of work they will do. Subcontractor Name Percent of Work Visitors . Wine Country.doc • 186 4 of 4 MBE/WBE FORM - 5/95 9. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White 10. Furnish an Affirmative Action profile, by ethnic category, on the bidders employees proposed to be utilized to do the contract work. Ethnic Category Number of Employees • Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White (Contractor) By: _ __ . - Visitors Center- Wine Country.doc - - - - - - - 187 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.4 Contract Bond This section is supplemented with the following: The bond shall further indemnify and hold the City of Yakima, its employees, agents, and elected or appointed officials, harmless from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after final acceptance by the City. 1 -05 CONTROL OF WORK 1 -05.4 Conformity With and Deviations from Plans and Stakes (APWA Only) 1- 05.4(1) Roadway and Utility Surveys (APWA Only) This section is revised to read: The Contractor shall be responsible for all construction staking including offset points, grades, and measurements that the Engineer deems necessary for completion of the work. All associated costs will be incidental to bid items. All work performed shall be in conformity with the lines, grades, slopes, invert elevations and dimensions as shown in the plans and specifications. 1 -06 CONTROL OF MATERIALS Foreign Made Materials This section is supplemented with the following: (March 13, 1995) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American -made materials only. The Contractor may utilize minor amounts of foreign steel and iron in this project provided the cost of the foreign material used does not exceed one -tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American -made material is defined as material having all manufacturing processes occur in the United States. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat - treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. • c. Shop fabrication. - Visitors Center Wine Country.doe _ - 188 A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350 -109 provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350 -109. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.5 Wiiiiiife, Fisheries, and Ecology Regulations 1- 07.5(1) General This section is supplemented with the following: The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the federal, state, and local pollution control regulations. 1- 07.5(4) Air Quality This section is supplemented with the following: The local air pollution authority is the Yakima County Clean Air Authority, (509) 574 -1410. Fish And Wildlife and Ecology Regulations 1 -07.6 Permits And Licenses This section is supplemented with the following: (March 13, 1995) No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. 1 -07.11 Equal Employment Opportunity Responsibilities This section is supplemented with the following: . • (March 6, 2000) Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) _ .- Visitors Center -- Wine Country.doe - _ - - 189 Spokane, WA: SMSA Counties: Spokane, WA 2.8 WA Spokane. Non -SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA SMSA Counties: Richland Kennewick, WA 5.4 WA Benton; WA Franklin. Non -SMSA Counties 3.6 WA Walla Walla. Yakima, WA: SMSA Counties: Yakima, WA 9.7 WA Yakima. Non -SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non -SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR -WA 4.5 WA Clark. Non -SMSA Counties 3.8 WA Cowlitz; WA Klickitat; WA Skamania; WA .Wahkiakum. These goals are applicable to each nonexempt Contractor's total on -site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and timetables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60 -4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60- 4.3(a), and its efforts to • meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60 -4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Engineer within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer - Visitors Center - Wine Coun'try.doc 190 identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as • designated herein. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. • • 3. if the Contractor is participating (pursuant to 41 CFR 60 -4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where Visitors Center - Wine Country.doc _ - - 191 they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off - the - street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on- the -job training opportunity and /or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining - - Visitors Center, Wine Country.doc 192 agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, • assignment, layoff, termination or other employment decisions including specific review of these items with on -site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60 -3. I. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations, which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor - union, contractor - community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the - - _ . - Visitors Center -Wine Country.doc - - 193 obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work -force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access • to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non - minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60 -4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws, which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). (August 6, 2001) Disadvantaged Business Enterprise (DBE) Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR part 26 apply to this contract. The requirements of this contract are to report what is accomplished to enable the Contracting Agency to track achievement. No preference will be included in the evaluation of bids /proposals, no minimum level of DBE participation shall be required as a condition for receiving an award and bids /proposals will not be rejected or considered non - responsive on that basis. - Visitors - Center - Wine Coun.doc 194 DBE Goals No DBE goals have been assigned as a part of this contract. Affirmative Efforts to Increase DBE Participation Contractors are encouraged to: 1. Advertise opportunities for Subcontractors or suppliers in a manner reasonably designed to provide DBEs capable of performing the work with timely notice of such opportunities. All advertisements should include a provision encouraging participation by DBE firms and may be done through general advertisements (e.g., newspapers, journals, etc.) or by soliciting bids /proposals directly from DBEs. , 2. Utilize the services of available minority community organizations, minority Contractor groups, local minority assistance offices and organizations that provide assistance in the recruitment and placement of DBEs and other small businesses. In addition, The Office of Minority and Women's Business Enterprises has three DBE Supportive Services Offices available to assist you as follows: Olympia: (360) 753 -9693, (Fax) (360) 586 -7079 Seattle: (206) 553 -7356, (Fax) (206) 553 -0194 Wenatchee: (509) 665 -3528, (Fax) (509) 665 -3533 3. Establish delivery schedules, where requirements of the contract allow, that encourage participation by DBEs and other small businesses. 4. Achieve DBE attainment through joint ventures. DBE Eligibility (for reporting purposes only) Definition of DBEs DBE status is designated by: The current list of firms accepted as certified by the Office of Minority and Women's Business Enterprises (OMWBE.) A list of firms accepted as certified by OMWBE is available from that office at (360) 704 -1180 or on line through their web site at (www.wsdot.wa.gov /omwbe /). DoE rat ticipation When a DBE participates in a contract, only the value of the work actually performed by the DBE will be counted. 1. Count the entire amount of the portion of the contract that is performed by the DBE's own forces. Include the cost of supplies and materials obtained by the DBE for the work of the contract. Include supplies purchased or equipment leased by the DBE. Exclude supplies and equipment the DBE Subcontractor purchases or leases from the • Contractor or its affiliate. 2. Count the entire amount of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, or managerial services, or for providing bonds or insurance, provided the fees are reasonable. 3. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work shall be counted if the DBE's Subcontractor is also a DBE. The work that a DBE subcontracts to a non -DBE firm does not count as participation. DBE Prime Contractor A DBE prime Contractor shall only count the work performed with its own forces as well as the work performed by DBE Subcontractors and DBE suppliers. - _ _ - Visitors Center -- Wine Country.doc - - - - - • 195 Joint Venture When a DBE performs as a participant in a joint venture, only count that portion of the total dollar value of the contract equal to the distinct, clearly defined portion of the work that the DBE performs with its own forces. Commercially Useful Function You may count expenditures to a DBE Contractor if the DBE is performing a commercially useful function on that contract. 1. A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, installing (if applicable) and paying for the material itself. 2. A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. 3. A DBE does not perform a commercially useful function if it fails to exercise responsibility with its own work force for at least 30 percent of the total cost of its contract. Trucking Use the following factors in determining whether a DBE trucking company is performing a commercially useful function: 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible for on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting the DBE goals. 2. The DBE must itself own and operate at least one fully licensed, insured, and operational truck that is used on the contract. 3. Credit towards project goals for DBE trucking firms who do not own at least one truck, will be granted only for the fees the DBE firm retains for providing the hauling service. 4. In order for DBE project goals to be credited, DBE trucking firms must be covered by a subcontract or a written agreement approved by WSDOT prior to performing their portion of the work. 5. DBE trucking firms are required to perform at least fifty percent (50 %) of the work with his /her own trucks and personnel. 6. DBE trucking firms may utilize owner /operator trucks. The number of owner /operator trucks may not exceed any limitations on subletting or reassigning the work specified. All owner /operators must appear on the DBE Contractor's or DBE Subcontractor's payroll designated as owner /operator. The hours worked or wages paid may be reflected either on the payroll or on the record of payments to each owner /operator. 7. DBE trucking firms may lease or rent trucks from other sources, except from prime Contractors to whom they are Contractors, provided: a) A written valid lease /rental agreement on all trucks leased or rented is submitted to the project manager prior to the beginning of work; and b) Only the vehicle (not the operator) is leased or rented. c) The agreement must include the lessors name, trucks to be leased, and agreed upon amount or method of payment (hour, ton or load hauled). - Visitors Center - Wine - Country.doc - 196 d) All lease agreements shall be long -term agreements, not project-by-project. The DBE is limited to leasing or renting two (2) additional trucks for each truck owned by the DBE trucking firm. Expenditures with DBEs Expenditures with DBEs for materials or supplies shall be counted as provided in the following: Manufacturer If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies. Regular Dealer 1. Counting If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials or supplies. 2. Definition a) To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. b) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business, as provided elsewhere in this specification, if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long -term lease agreement and not on an ad hoc or contract -by- contract basis. c) Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers. Purchased from a DBE With respect to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, provided the fees are reasonable and typical for the services rendered. No part of the cost of the materials and supplies thenmselves shall be counted. Procedures Between Award and Execution After award and prior to execution of the contract, the Contractor shall provide the names and addresses of all firms that submitted a bid or quote to the Contractor as part of bidding this contract and note which of those firms were successful and will participate in the contract. These firms may be contacted to solicit general information as follows: 1. age of the firm 2. average of its gross annual receipts This information is necessary to maintain a bidder's list in compliance with the requirements of the 49 CFR, Part 26. Simply stated: who is soliciting the work and what is their capacity? The Contracting Agency will use this information to accurately determine an overall goal based on the percentage of DBEs who are ready, willing and able to perform the work. Reporting The Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" on a quarterly basis for every quarter in which the contract is active (work is accomplished) or upon completion of the project, as appropriate. The quarterly reports are due on the 20th of April, July, October, and January for the four respective quarters. The dollars reported will be in accordance with the "DBE Eligibility" section of this specification. Visitors Center Wine Country.doc - 197 Payment Payment for complying with the conditions of this specification and any associated DBE requirements is the Contractor's responsibility. Those costs shall be incidental to the respective bid items. Further Information If further information is desired concerning Disadvantaged Business Enterprise participation, inquiry may be directed to: External Civil Rights Branch Office of Equal Opportunity Washington State Department of Transportation Transportation Bldg., P.O. Box 47314 Olympia, WA 98504 -7314 or telephone - (360) 705 -7085. Fax (360) 705 -6801 1 -07.12 Federal Agency Inspection This section is supplemented with the following: (March 13, 1995) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1 -07.16 Protection And Restoration Of Property This section is supplemented with the following: (March 13, 1995) Archaeological And Historical Objects It is national and state policy to preserve, for public use, historical and pre - historical objects such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have significance from a historical or scientific standpoint. Archaeological or historical objects, which may be encountered by the Contractor, shall not be further disturbed. The Contractor shall immediately notify the Engineer of any such finds. The Engineer will contact the archaeologist who will determine if the material is to be salvaged. The Contractor may be required to stop work in the vicinity of the discovery until such determination is made. If the archaeologist determines that the material is to be salvaged, the Engineer may require the Contractor to stop work in the vicinity of the discovery until the salvage is accomplished. Loss of time suffered by the Contractor due to resulting delays will be adjusted in accordance with Section 1 -08.8. . - _ - Visitors - Center - Wine Cotuttry.doc - _ - - 198 1 - 07.17 Utilities and Similar Facilities (WSDOT & APWA) This section is supplemented with the following: Private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities. Such adjustment, relocation, replacement, or construction may be done during the prosecution of the work for this project. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: U.S. West Communications - 8 W 2nd Avenue, Rm 304 Yakima, 98902 509 -575 -7183 TCI Cablevision - 1005 N 16th Avenue Yakima, Washington 98902 509 - 575 -1697 City of Yakima Water Division - 2301 Fruitvale Blvd. Yakima, 98902 509 - 575 -6154 City of Yakima Wastewater Division - 2220 E. Viola, Yakima, 98901 509 - 575 -6077 Cascade Natural Gas Corporation - 401 N 1st Street, Yakima, 98901 509 - 457 -5905 Pacific Power - PO Box 1729 Yakima, Washington 98907 509 - 575 -3146 The Contractor shall notify the Upper Yakima Valley Utilities Coordinating Council -Area 5, telephone number 1- 800 -553 -4344, at least 48 hours prior to start of excavation so that underground utilities may be marked. Public Convenience And Safety (March 13, 1995) The construction safety zone for this project is 10 -feet from the outside edge of the traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely I ieuessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur uniess the Contractor has requested the deviation in writing and the Engineer has provided written approval. 1 Public Liability and Property Damage insurance (APWA only) General Requirements This section is supplemented with the following: The policy of insurance shall specifically name the City of Yakima, Loofburrow Architects, their agents, employees, and elected or appointed officials as additional insured for this project. The tenth paragraph is revised to read: The Contractor shall forward to the City the additional insured endorsement as requested in the Evidence of Insurance Section. Coverages and Limits • This section is revised to read: All coverage's combined single limit shall be $1,000,000 per occurrence. The commercial general liability policy will contain a "per Job Aggregate" Endorsement. If this endorsement is not provided, an additional $2,000,000 umbrella limit will be required over and above the $1,000,000 underlying. . _ _ _ _ _ - Visitors Center - Wine Country.doc- _ - - 199 A commercial general liability deductible of $5,000 or Tess is acceptable. The contractor will be responsible for the payment of that deductible for any losses, which occur. Higher retention or deductible limits may be acceptable on prior approval by the City. Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. Evidence of Insurance This section is supplemented with the following: The Certificate of Insurance as required in this section shall be signed by a duly authorized agent of the company. Also, the additional insured endorsement shall be signed by the agent and specifically name the City of Yakima, Loofburrow Architects, their agents, employees, and elected or appointed officials as additional insured for this project. If a broker is involved, the Certificate and Endorsement will be signed by a duly authorized agent of the company. 1 -08 PROSECUTION AND PROGRESS 1 -08.1 Subcontracting This section is supplemented with the following: (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420 -004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A subcontractor or lower tier subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420 -004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. 1 -08.3 Progress Schedule The first and second paragraphs are replaced with the following paragraph: The Contractor shall prepare and submit to the Architect a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Architect. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order, which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Architect, as directed, immediately upon preparation. - • Visitors Center - Wine Country.dflc - • 200 This section is supplemented by the following: The Contractor shall submit a weekly activity schedule to the Architect before 9:00 a.m. on the Friday prior to the week indicated on the schedule. If the Contractor proceeds with work not indicated on his weekly activity schedule, or in a sequence • differing from that which he has shown on his schedule, the Architect may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. 1 - 08.5 Time for Completion (Contract Time) (APWA Only) This Section is supplemented by the following: The Contract Time shall be One Hundred Twenty (120) Calendar Days. 1 -09 MEASUREMENT AND PAYMENT 1 -09.6 Force Account This section is supplemented with the following: The work shall consist of repair of any incidental damages to landscaping, fencing, private irrigation, topsoil, turf or other miscellaneous items within or adjacent to the project area. This includes complete replacement of items that are beyond repair as determined by the Engineer. Payment will be made for the following bid items: • "Repair or Replacement ", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Repair or Replacement ", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5 -04 ASPHALT CONCRETE PAVEMENT Asphalt concrete paving on this project will be performed under the following revisions to the Standard SSpeclflcat Delete Section 5- 04.3(8)A Acceptance Sampling and Testing Dense Graded Mixture. Delete Section 5- 04.3(10)B Control, and replace with the following: For asphalt concrete Classes A, B, E, F, and G, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum of 92 percent of the maximum density as determined by WSDOT Test Method 705 /AASHTO T209. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non - complying material may be accepted at a reduced price. _ - _ - Visitors Center -- Wine Country.doe - - - • - 201 Cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The Engineer shall be reimbursed for the coring expenses at the rate of $75 per core when the core indicates the acceptable level of compaction within a lot has not been achieved. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compatibility of the mix design. Compatibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705 /AASHTO T209). Following determination of compatibility, the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compactable. Asphalt Concrete Classes A, B, E, F and G constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. The Contractor shall provide adequate platforms to enable samples to be obtained without the Engineer entering the hauling vehicle. Acceptance testing for compliance of asphalt content will use the Nuclear Asphalt Gauge Procedure: WSDOT Test Method 722 -T. Acceptance testing for compliance of gradation will use the Quick Determination of Aggregate Gradation Using Alternate Solvent Procedure: WSDOT Test Method 723 -T. Asphalt concrete Class D and preleveling mix shall be compacted to the satisfaction of the Engineer. In addition to randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density readings. These additional tests shall not impact the compaction evaluation of the entire control lot. Delete Section 5- 04.5(1) — Quality Assurance Price Adjustment. Delete Section 5- 04.5(1)A — Price Adjustments for Quality of AC Mix. Delete Section 5- 04.5(1)B — Price Adjustments for Quality AC Compaction. Delete the reference to Section 9- 03.8(6)A in the second paragraph of Section 9- 03.8(3)C. Add the following paragraph to Section 9- 03.8(6): For the determination of a Project Mix Design, the Contractor shall submit to the Engineer's representative, samples of the various aggregates to be used along with the gradation data showing stockpile averages and variation of the aggregate produced along with proposed combining ratios and average gradation of the completed mix. The initial asphalt content shall be determined by the Engineer from the aggregates and data provided. Delete Section 9- 03.8(6)A — Basis of Acceptance. - - .. _ - - Visitors Center: Wine Cou n ry.doc _ - - 202 DIVISION 8 MISCELLANEOUS CONSTRUCTION' 8 -30 REPAIR OR REPLACEMENT (NEW SECTION) 8 -30.1 DESCRIPTION The work covered by this Section shall consist of repair or replacement of miscellaneous items such as sod for lawn. rockeries, private irrigation s e systm shrubs, or o th e r features it. adjacent to the system q, ���.o within or au�aucn� tv uiC project area, as designated and directed by the City. 8 -30.4 MEASUREMENT No specific unit of measurement shall apply to this item of work. For the purpose of providing a common proposal for all bidders, the City has estimated the Force Account amount for "Repair and Replacement" and has entered the amount for the pay item in the proposal form to become a part of the total bid price by the Contractor. The Contractor is advised that this bid item may or may not be utilized in this project. 8 -30.5 PAYMENT "Repair or Replacement," by force account, as provided in Section 1 -09.6. - Visitors Center- Wine Countiy.doc - :- - • � - 203 STANDARD PLANS August 5, 2002 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01 (English) transmitted under Publications Transmittal No. PT 02 -046, effective August 5, 2002 is made a part of this contract. • The Standard Plans are revised as follows: C -1 Sheet 2 The first sentence of Note 2 is revised as follows: Rail washers, also called "snow load rail washers" are not required on new installations, except as called for in Note 1. F -2b Sheet 2 In the detail for shoulder paving with guardrail posts, the shoulder paving shall extend only to the inside face of the guardrail post. F -3 Sheet 2 In note 9 concrete Class 3000 is revised to concrete Class 4000. G8a Sheet 1 The notes under the HINGE CONNECTION DETAIL are revised to read: Hinge Connection Bolts shall be tightened 1 /2 turn past snug tight. The hinge plate shall of the size and type as provided by TransPo Industries. K -1 through K -18 These plans shall not be used on projects administered by WSDOT. The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan is the publication approval date shown in the lower right -hand corner of that plan. Standard Plans not having this date shall not be used in this contract. A -1 5/13/02 C -4e 3/17/00 G -2 6/04/02 A -2 5/09/02 0-5 3/14/97 G -2a 6/04/02 A -3 5/30/02 C -6 5/30/97 G -3 6/04/02 A -4 3/07/97 C -6a 3/14/97 G -3a 6/04/02 C -6c 1/06/00 G -4a 1/23/02 B -1 7/31/01 C -6d 5/30/97 G -4b 8/12/94 B-la 7/31/01 C -6f 7/25/97 G -7 7/18/97 B-lb 3/07/97 C -7 8/10/98 G -8a 10/06/99 B-le 1/28/02 C -7a 8/01/97 G -8b 6/04/02 B-lz 5/30/97 C -8 8/10/98 G -9a 6/25/02 B -2 6/17/02 C -8a 7/25/97 G -9b 4/02/99 B -2a 6/17/02 C -8b 7/17/98 B -2b 6/17/02 C -8c 5/30/97 H -1 1/10/02 B -2c 6/17/02 C -8d 7/25/97 H-la 4/14/00 B -2d 6/17/02 C -8e 6/24/02 H-lb 5/05/00 B -3 1/28/02 C -9a 3/14/97 H-lc 1/10/02 B -3a 5/09/97 C -10 7/31/98 H-ld 1/10/02 B -4b 5/09/97 C -11 5/30/97 H-le 4/14/00 B -4c 5/09/97 C -11 a 2/19/99 H -2 5/29/02 B -4f 5/09/97 C -11 b 9/28/01 H -3 4/14/00 B -4g 7/18/97 0-12 7/27/01 H -3a 6/23/00 B -4h 5/09/97 0-13 4/16/99 H -4 2/18/00 B -7 5/09/97 C -13a 4/16/99 H -5 2/18/00 B -7a 6/17/02 C -13b 4/16/99 H -5a 2/18/00 B -8 5/09/97 C -14a 7/26/02 H -5b 2/18/00 • - Visitors Center - Wine Country.doc __ -_ - - - 204 B -8a 7/25/97 C -14b 7/26/02 H -5c 6/24/02 B -9 5/09/97 C -14c 7/26/n2 H -5d 4/14/00 B -9a 5/09/97 C -14d 7/26/02 H -6 1/06/00 B -9b 5/09/97 C -14e 7/26/02 H -7 8/10/98 B -9c 7/18/97 C -14f 7/26/02 H -8 9/18/98 B -9d 7/18/97 C -14g 7/26/02 1-1-9 4/18/97 B -11 7/31/01 H -10 5/29/98 B -13 12/04/98 D-la 1/23/02 H -12 5/09/02 B -18 5/09/97 D-lb 10/06/99 H -13 7/25/97 B -18a 5/09/97 D-lc 10/06/99 H -13a 7/25/97 B -18b 7/18/97 D -1 d 10/06/99 H -14 4/23/99 B -19 5/30/97 D -le 1/23/02 • B -20d 7/18/97 D -1f 10/06/99 1 -1 7/18/97 B -21 7/18/97 D -2a 3/14/97 1 -2 4/23/99 B-21a 8/10/98 D -2b 3/14/97 1 -3 8/20/99 B -22 5/09/97 D -2c 3/14/97 B -22a 8/01/97 D -2d 3/14/97 J -lb 10/08/99 B -23a 5/09/97 D -2e 3/14/97 J-lc 4/24/98 B -23b 5/09/97 D -2f 3/14/97 J -le 8/01/97 B -23c 5/09/97 D -2g 3/14/97 J -1f 6/23/00 B -23d 5/09/97 D -2h 3/14/97 J -3 8/01/97 B -25 5/09/97 D -2i 3/14/97 J -3b 6/24/02 B -26 7/18/97 D -2j 3/14/97 J -3c 6/24/02 B -27 8/01/97 D -2k 3/14/97 J -3d 6/24/02 B -28 10/06/99 D -21 3/14/97 J -5 8/01/97 B -29 4/24/98 D -2m 3/14/97 J -6c 4/24/98 B -30 8/10/98 D -2n 3/14/97 J -6f 4/24/98 D -2o 3/14/97 J -6g 8/01/97 C -1 7/31/98 D -2p 3/14/97 J -6h 4/24/98 C -la 7/31/98 D -2q 3/14/97 J -7a 9/12/01 C-lb 3/17/00 D -2r 3/14/97 J -7c 6/19/98 C-lc 5/30/97 D -2s 3/14/97 J -7d 4/24/98 C -1 d 3/14/97 D -2t 3/14/97 J -8a 8/01/97 C -2 1/06/00 D -2u 3/07/97 J -9a 4/24/98 C -2a 7/17/98 D -2v 3/07/97 J -10 7/18/97 C -2b 6/12/98 D -2w 3/07/97 J -11 a 9/12/01 C -2c 1/08/99 D -2x 3/07/97 C -2d 5/22/98 D -2y 9/12/97 K -1 3/07/97 C -2e 3/07/97 D -3 1/23/02 K -2 3/07/97 C -2f 3/14/97 D -4 12/11/98 K -3 3/07/97 C - . -- 7/27/n1 D - 6 6/19/98 K - 5 3/07/97 C - 2h 3/28/97 D -7 10/06/99 K -7 3/07/97 C -2i 3/28/97 D -7a 10/06/99 K -8 3/07/97 C -2j 6/12/98 D -9 12/11/98 K -10 3/07/97 C -2k 7/27/01 K -11 3/07/97 C -2n 7/27/01 E -1 7/25/97 K -13 3/07/97 0-20 7/13/01 E -2 5/29/98 K -16 3/07/97 C -2p 3/28/97 E -5 5/29/98 K -17 3/07/97 0-3 8/10/98 K -18 3/07/97 C -3a 3/14/97 F -1 7/18/97 C -3b 3/14/97 F -2 8/27/99 L -1 7/18/97 C -3c 3/28/97 F -2a 5/30/97 L -2 7/18/97 0-4 7/13/01 F -2b 3/14/97 L -3 7/18/97 C -4a 7/13/01 F -3 2/09/00 L -5 7/31/98 C -4b 6/23/00 G -1 9/12/01 L -5a 7/31/98 L -6 7/25/97 END OF SECTION 02000 - _ _ .. _ - Visitors Center - Wine Country.doc- __ - -_- - - - - • 205 SECTION 02110 — SITE CLEARING PART 1 GENERAL 1.01 SUMMARY A. Provide site clearing and grubbing. Remove existing plant materials in preparation for new work. B. Remove existing above -grade improvements in preparation for the provision of new Work. C. Remove any existing below -grade improvements and natural elements in preparation for the provision of new Work. D. Restore areas affected by site clearing and /or construction activities to a like new condition, including landscape work and infrastructure, concrete work, paving and other systems or assemblies. 1.02 PROJECT CONDITIONS A. Conduct site - clearing activities in a manner to minimize disruption of adjacent activities. Coordinate access to public roads to minimize disruption and congestion of "park and ride" traffic. B. Maintain any existing irrigation system in full operation for areas not included in the Work. Should the irrigation system be disrupted and damage occur to the existing grounds, take responsibility to properly correct and pay for its restoration. C. Be prepared with dust control measures prior to the start of site clearing work. 1.03 EXISTING SERVICES A. Keep any existing utility service in full operation. Pay any expenses related to lack of coordination or disruption of any facility. B. Indicate location of services on the Record Documents. PART 2 PRODUCTS (NOT APPLICABLE) PART 3 EXECUTION 3.01 SITE CLEARING A. Remove all debris and unsuitable material from the site. B. Remove all materials and improvements in preparation for provision of new Work. 3.02 DUST CONTROL A. Keep surfaces continually moistened to prevent dust during and after site clearing operations. B. Remove excess dirt from tires prior to leaving site. Clean public roads of dirt caused by site clearing and /or construction operations. 3.03 DISPOSAL OF WASTE MATERIAL A. Properly dispose of waste material off site, per regulations. END OF SECTION 02110 - Visitors Center - Wine Country.doe 206 SECTION 02200 — EARTHWORK PART1 GENERAL 1.01 SUMMARY A. Provide preparation and grading for concrete work, pavement and landscaping. B. Provide excavation and backfill for building structure, trenches and utility work. C. Provide suitable imported material for structural fill. D. Properly remove unsuitable material from site. E. Provide pollution and continuous dust control. 1.02 PROJECT CONDITIONS A. A statement regarding compaction of imported material is included at the end of this • section for reference. B. Locate and protect existing underground utilities. Reroute the existing utilities, if necessary. C. Existing "Park and Ride" will remain in operation during construction. Conduct excavation operations in a manner that will not endanger community members in or around the construction site. PART 2 PRODUCTS 2.01 SOIL MATERIALS A. Provide quality borrow material for structural fill, backfill and for landscape areas. B. Topsoil for landscape areas shall be clean quality material. Material shall be provided and /or approved by the landscape contractor in writing. C. Provide clean bedding material for utility trenches. PART 3 EXECUTION 3.01 PREPARATION A. Protect existing site elements, landscaping and other elements not indicated to be removed. B. Protect subgrade from freezing weather and /or rain. C. Provide soil erosion control measures. Keep run -off on site. D. Be prepared with dust control measures prior to the start of excavation work. 3.02 EXCAVATION A. Excavate and provide earthwork for the structural elements. B. Excavate utility trenches. C. Excavate and provide earthwork for pavements and walkways. Visitors- Center - Wine Country.doc -- - 207 D. Excavate and provide earthwork in preparation for landscape work. E. Grade to allow indicated finish grades an /or finish to existing conditions. F. Provide compaction of sub - grades as follows: 1. 95 % per applicable standards of ASTM D 1557. G. Provide continuous dust control during and following excavation work. 3.03 BACKFILL A. Provide backfill for all excavations with suitable materials. B. Coordinate with local inspections and applicable testing prior to backfill. 3.04 DISPOSAL OF SURPLUS WASTE MATERIALS A. Properly and legally dispose of excess waste materials off site. - - - - - Visitors Center - Wine Country.doC _ - - 208 .5 4 'tg :.,1sr' < � 4 + _ '.12 i' ''M t * i ;TtR = August 27, 2002 Iron Horse Development, LLC Attn: Steven Liddicoat 6 East Arlington Yakima, WA 98901 Re: Visitor's Center, Gateway to Wine Country 101 North Fair Avenue City of Yakima Project No. 1936 Dear Steve: From February 22, 2001 through February 26, 2001 Superior Asphalt & Concrete Company placed approximately 6,750 cubic yards of material at the site of this project referenced above. The material placed met the gravel borrow specification of 4" minus with a large percent of fracture to the material. We had the material placed under our inspection and direction { meeting the requirements of Section 2- n3.3(14)C "Compacting Earth Embankments" M ents" - Method `C' of the Standard Specification for Road Bridge and Municipal Construction 2000. The material was deposited, spread and graded as it was brought up in appropriate lifts with the addition of vibratory compaction on all lifts as well as additional moisture as necessary. All material placement and compaction was observed and d1YPcted by my inO1ector The material was compacted to a minimum of 95 percent density and to a minimum of 2500 p.s.i. Should you have any questions, please do not hesitate to contact me at 575 -6111. Sincerely, K. Wendell Adams, P.E., City Engineer cc: files END OF SECTION 02200 - . _ - Visitors-Center - Wine Country.d9c __ - - - - -- -- - - 209 SECTION 02511 — HOT -MIXED ASPHALT PAVING PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to work of this Section. 1.02 SUMMARY A. Provide hot mixed asphalt paving over prepared granular base. 1.03 RELATED SECTIONS A. Sections that are related to this Section include but are not limited to the following: 1. Division 2 Section, "Earthwork ". 1.04 SYSTEM DESCRIPTION A. Provide hot -mix asphalt pavement according to the materials, workmanship, and other applicable requirements of the standard specifications of the state or of authorities having jurisdiction. 1. Standard Specification: a. All work shall be done in accordance with the Plans, the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 1994, referenced codes and organizations, and these Special Provisions. b. All references hereinafter made to Standard Specifications shall refer to the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association dated 1994. NOTE: FOR THIS PROJECT, THE APWA SUPPLEMENT TO DIVISION ONE OF THE "2002 WSDOT /APWA STANDARD SPECIFICATIONS" SHALL APPLY. THE APWA SUPPLEMENT IS CONTAINED IN "2002 WSDOT /APWA STANDARD SPECIFICATIONS" AS DIVISION 1 - 99. c. The Specifications provided herein shall be considered "Special Provisions" to the Standard Specifications and shall supersede any conflicting provision of the 1994 Standard Specifications for Road, Bridge, and Municipal Construction. 2. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section. 1.05 DEFINITIONS AND TERMS A. 1 -01.3 DEFINITIONS (Standard Specifications) The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by the following: Contracting Agency: The terms "Contracting Agency" and "Owner" are interchangeable. - - Visitors - Wine Coun-try.doc 210 Architect: Loofburrow Architects 201 West Yakima Avenue Yakima, WA 98902 Standard Specifications:The 1994 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Special Provisions: The Special Provisions supersede any conflicting provisions of the 1994 Standard Specifications for Road, Bridge, and Municipal Construction and the appended amendments to the Standard Specifications and are made a part of this Contract. Working Drawings: Shop drawings are further defined as catalog cut sheets, manufacturer's informational sheets describing salient features, performance curves, or samples of fabricated and manufactured items required for the construction project. 1.06 SUBMITTALS A. Product Data: For each product specified. Include technical data and tested physical and performance properties. B. Job -Mix Designs: Certification, by authorities having jurisdiction, of approval of each job mix proposed for the Work. 1.07 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who has completed hot -mix asphalt paving similar in material, design, and extent to that indicated for this Project and with a record of successful in- service performance. B. Manufacturer Qualifications: Engage a firm experienced in manufacturing hot -mix asphalt similar to that indicated for this Project and with a record of successful in- service performance. 1. Firm shall be a registered and approved paving mix manufacturer with authorities having jurisdiction or with the DOT of the state in which Project is located. C. Regulatory Requirements: Conform to applicable standards of authorities having jurisdiction for asphalt paving work public ,,,.,....,,, paving l.. puu�lc proper ty. D. Warranty: Products and construction under this section require a warranty and endorsement of secondary work and products (i.e., concrete curbs and walks, catch basin and storm drainage, etc.) for the combined work as installed as a "paving system" and /or "paving assembly ". 1. Submit, at no additional cost to Owner, an executed copy of warranty (sample at end of this section) including endorsements of secondary products signed by an authorized officer of paving contractor. 2. The endorsement shall refer to the following: a. The primary product manufacturer /Contractor has reviewed the secondary product requirement of the project, reviewed the Details and Specifications pertaining to the use of secondary products and determined those products to be compatible and consistent with the primary product such that installation of the secondary product in concert with the primary product shall provide an "assembly" or "system ", the integrity of which will not compromise the scope of nor conditions of primary Contractor /manufacturer warranty /guarantee. - - _ - Visitors-Center - Wine Courrtry'.doc . 211 b. Compatibility shall include but not be limited to method of installation, accommodate and consistent with purpose and use of primary product and consistent with warranty /guarantee period. E. Tolerances: See Section 01090, Part Three, Execution and Paragraph 3.01, this Section. F. 5 -04.3 (2) HAULING EQUIPMENT (Standard Specifications) 1. Add the following: "Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous asphalt concrete paving operation at proper asphalt concrete mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to assure continuous operations are provided." 1.08 SITE CONDITIONS A. Construct hot -mixed asphalt surface course when atmospheric temperature is above 40° F. (4 °C.) and when base is dry. Base course may be placed when air temperature is above 30 °F ( -1 °C.) and rising. B. Grade Control: Establish and maintain required lines and elevations. PART 2 PRODUCTS 2.01 MATERIALS A. 5 -04.2 MATERIALS (Standard Specifications) 1. Add the following: "Asphalt concrete pavement used on this Project shall be Class B and Class G conforming to the provisions of SECTION 5 -04 of the Standard Specifications." B. Herbicide Treatment: Commercial chemical for weed control, registered by Environmental Protection Agency. Provide granular liquid, or wetable powder form. 2.02 ASPHALT - AGGREGATE MIXTURE A. 5 -04.3 (7)A MIX DESIGN(Standard Specifications) 1. Add the following: "The Contractor shall provide a mix design, performed in accordance with WSDOT Method 702 (Have mix design), to the Engineer for approval at least five (5) working days prior to any paving operations. The use of more than 30 percent of recycled material in the asphalt concrete pavement on this project will not be permitted." PART 3 EXECUTION 3.01 SURFACE PREPARATION A. General: Remove any loose material from compacted base surface immediately before applying herbicide treatment. B. Proof -roll prepared base surface to check for unstable areas and areas requiring additional compaction. - - - - Visitors Center - Wine Country.doc - 212 C. Notify Contractor of unsatisfactory conditions. Do not begin paving work until deficient base areas have been corrected and are ready to receive paving. D. Herbicide Treatment: Apply chemical weed control agent in strict compliance with manufacturer's recommended dosages and application instructions. Apply to compacted, dry base. E. Exercise care in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and then clean damaged surfaces. F. 5 -04.1 DESCRIPTION (Standard Specifications) 1 . Add the following: "An asphalt prime coat will not be required on this Project. A soil sterilant shall be applied to the completed subgrade in all asphalt pavement areas. The Contractor will be required to patch existing street surfaces which are to remain, where new curbing has been constructed along existing pavement or where utility trenches were excavated and backfilled prior to or along with this Project. Asphalt concrete surfaces shall be so constructed that the finished pavement will conform to the cross - section, line, and grade as shown on the Plans and in accordance with the referenced Standard Specifications." 3.02 PLACING MIX A. General: Place hot -mixed asphalt mixture on prepared surface, spread, and strike off. Place areas inaccessible to equipment by hand. Place each course to required grade, cross - section, and compacted thickness. B. Paver Placing: Place in strips not less than 10 feet wide, unless otherwise acceptable to Architect. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course. C. Immediately correct surface irregularities in finish course behind paver. Remove excess material forming high spots with shovel or iute. D. Joints: Make joints between successive days' work to ensure continuous bond between adjoining work. Construct joints to have same texture, density, and smoothness as other sections of hot- mixed asphalt course. Clean contact surfaces and apply tack coat. 3.03 COMPACTION A. General: Begin rolling when mixture will bear roller weight without excessive displacement. B. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. C. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Check surface after breakdown rolling and repair displaced areas by loosening and filling, if required, with hot material. D. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been evenly compacted. - _ - - Visitors Center -- Wine Country.doc - - -- - • - 213 E. Finish Rolling: perform finish rolling while mixture is still warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained 95% laboratory density. F. Patching: Remove and replace paving areas mixed with foreign materials and defective • areas. Cut out such areas and fill with fresh, hot -mixed asphalt. Compact by rolling to specified surface density and smoothness. G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. H. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. 5 -04.3 (10) B CONTROL (Standard Specifications) 1. Add the following: "Each course of asphalt concrete pavement shall be compacted to a minimum of 92% of theoretical maximum Rice density, ASTM 2041." 3.04 5 -04.3 (13) SURFACE SMOOTHNESS (Standard Specifications) A. Add the following: "Where directed by the Engineer, the Contractor shall feather the asphalt concrete pavement in a manner to produce a smooth - riding connection to the existing pavement. Asphalt concrete pavement Class G shall be utilized in the construction of the feathered connections to existing pavement. All costs and expenses in connection with providing, placing and feathering the asphalt concrete pavement shall be incidental to contract price." 3.05 FIELD QUALITY CONTROL A. General: Testing in -place hot -mixed asphalt courses for compliance with requirements for thickness and surface smoothness may be done by Owner's testing laboratory. Repair or remove and replace unacceptable paving as directed. B. Thickness: In -place compacted thickness tested in accordance with ASTM D 3549 will not be acceptable if exceeding following allowable variations: 1. Base Course: Plus or minus 1/2 inch. 2. Surface Course: Plus or minus 1/4 inch. C. Surface Smoothness: Test finished surface of hot -mixed asphalt for smoothness, using 10 -foot straightedge applied parallel with and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness: 1. Base Course Surface: 1/2 inch. 2. Wearing Course Surface: 1/8 inch. D. Check surface areas at intervals as directed by Architect. END OF SECTION 02511 - - - Visitors Center - Wine Country.doc __ - - 214 SECTION 02520 — CONCRETE PAVING PART 1 GENERAL 1.01 SUMMARY A. vide curbs, gutters, walkways and related exterior concrete work. • B. Provide exposed aggregate finish and other finishes to match adjacent, existina concrete finishes. PART 2 PRODUCTS 2.01 MATERIALS A. Materials for exterior concrete work shall comply with provision of Section 03300 "Concrete ". Compressive strength shall be 3500 psi at 28 days. Maximum water /cement ratio shall not exceed 0.45. 1. Provide aggregate sized to match adjacent work for exposed aggregate finish. B. All exterior concrete and concrete subject to freezing during construction shall contain 5% entrained air. Provide ready mix concrete. C. Provide spray -on curing and sealing compound for exterior concrete. D. Provide reinforcement as indicated. E. Slump shall not exceed 3 1/2 ". PART 3 EXECUTION 3.01 G A. Comply with requirements of ACI for forming, placement, curing and finishing. Comply with hot weather and cold weather requirements. • B. Finish exterior concrete walkways and walking surfaces with exposed aggregate finish or broom /float finish to match adjacent finish. C. Protect concrete work throughout construction. Replace damaged areas. Do not allow concrete slurry to run over existing finishes. Remove excess concrete from site. D. Coordinate work in order to provide access to park and ride areas at all times. E. Clean concrete surfaces and other paved surfaces at conclusion of construction with water. Dispose of excess concrete materials from site per applicable standards and regulations. END OF SECTION 02520 - - Visitors -Center -- Wine Country - - - - - -- - 215 SECTION 02810 - UNDERGROUND IRRIGATION SYSTEM PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification sections, apply to work of this section. 1.02 DESCRIPTION OF WORK A. Coordinate construction with Owner. B. Provide PVC sleeves below all new paving and walks to provide access for the irrigation system to any and all planting areas. C. Do not disrupt existing irrigation system during construction. Irrigation system must be maintained in full operation for the duration of construction. D. Irrigation system is bidder designed per the system description. 1.03 QUALITY ASSURANCE A. Employ irrigation specialists knowledgeable in the design and installation of commercial irrigation systems that supply water to small to medium planting areas and planters. 1.04 SUBMITTALS A. Submittals: Provide applicable materials lists and catalog cuts for approval.. B. Shop Drawings: Provide full design drawings necessary to coordinate the work. Show head and control placement, pipe routing, sleeve locations, coverages, etc for the full system. PART 2 PRODUCTS 2.01 MANUFACTURERS AND MATERIALS A. Manufacturers and Materials: Commercial quality "Rainbird ", "Nelson ", or approved. Selection of commercial quality accessory material manufacturers is the designer's responsibility. B. PVC Sleeves: PVC plastic pipe, ASTM D 1785, Schedule 40. C. PVC Fittings for Sleeves: ASTM D 2466 socket fittings with ASTM D 2564 solvent cement. PART 3 EXECUTION 3.01 INSTALLATION A. General: Unless otherwise indicated, comply with requirements of Uniform Plumbing Code. 1. Lay pipe on solid sub -base, uniformly sloped without humps or depressions. a. Install PVC pipe in dry weather when temperature is above 40 degrees F (4 degrees C) in strict accordance with manufacturer's instructions. b. Allow joints to cure prior to cover. - - - - Visitors Center - Wine Countr_y.doc _- - - • - 216 2. Restore planting or other areas disturbed by this work. 3. Provide record documents indicating actual sleeve locations to allow Owner to locate in the future. 4. Install all irrigation components, devices, valves, boxes, wiring, connections, operations clocks, etc. in strict accordance with manufacturer's directions. 5. Maintain and repair the irrigation system for one full year following substantial compietion. include the costs for these services in the contract. END OF SECTION 02810 • - Visitors -Center- -Wine Country.doc - 217 SECTION 03300 — CONCRETE PART 1 GENERAL 1.01 SUMMARY A. Provide all cast -in -place concrete work. Include formwork, reinforcing, mix design, delivery and placement, curing procedures and finishes. B. Slabs and walks shall be cured with curing compound and sealed with concrete sealer. C. All work shall be done in accordance with ACI Standards. PART 2 PRODUCTS 2.01 GENERAL A. Form materials shall be constructed of smooth finish plywood or steel panels. Smooth form finish. B. Reinforcing materials shall be ASTM A 615, Grade 60 deformed bars in the sizes indicated. C. Ready -mix concrete shall be provided. D. Slump limits: 3 E. Compressive strength: exterior traffic slabs: 4000 psi; foundations: 3500 psi; walkways 3500 psi (finished and exposed aggregate finish). F. Water -to- cement ratio: 0.45. G. Admixtures: entrained air at 5.5 %. PART 3 EXECUTION 3.01 GENERAL A. Brace and secure forms per ACI. Forms shall be installed plumb and level. Grind exposed form joints. Exposed concrete shall have a "smooth form finish ". Sack concrete surfaces of exposed to achieve results. B. Cure slab -on -grade work by means of water and water retaining coverings or curing compounds and concrete sealer. C. Provide "broom finish" or exposed aggregate finish to match adjacent surface(s) for concrete walks, curbs and gutters and associated exposed concrete pavings. D. Do not allow concrete slurry to damage existing concrete, asphalt paving or other surfaces. Remove excess concrete from site. E. Repair or replace damaged concrete. F. Clean surfaces of exposed concrete at end of construction. Remove any marks or other items that may disfigure the finished product. END OF SECTION 03300 Visitors Center.- Wine Couritry.doc = - - - 218 SECTION 04730 — ARTIFICIAL STONE VENEER PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to work of this Section. 1.02 SUMMARY A. Provide artificial stone work as indicated. B. Type of artificial stone veneer required include: 1. Product must conform to or exceed requirements of ICBO Acceptance Criteria for Stone Veneer. 1.03 Not Used. 1.04 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product Data: Submit manufacturer's descriptive literature and installation instructions. C. Shop Drawings: Submit shop drawings indicating materials, construction, dimensions, locations, connections, and installation details. D. Samples: Submit samples of artificial stone material and mortar to Architect for approval of color, shade, finish, and material. 1.05 QUALITY ASSURANCE A. Single source responsibility. 1.06 DELIVERY, HANDLING, AND STORAGE A. Shipping: Carefully load and pack for transportation, exercising customary and reasonable precaution against damage while in transit. All product shall be released to freight carrier in a sound, unblemished, and unbroken condition. B. Handling: Receive and unloaded at the project with the necessary care and handling to avoid damage and soiling. C. Storage: Store on the job site in the same crating and packaging used for shipment. Store on a level area clear of the ground and protect from the weather and other trades. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturer: Provide artificial stone veneer by the following: 1. Cultured Stone, PO Box 270, Napa, CA 94559, (800) 255 -1727. 2. Or approved. ( Note alternate products must be submitted for approval prior to bid. Approval will be based on requirements and subjective color review. - _ Visitors tenter - Wind Cournry.dgc - - - - - - 219 2.02 PRODUCTS A. Artificial Stone Veneer: Cultured Stone "Dressed fieldstone -Bucks County ". (Note: Color is subject to change). 1. 50 year limited warranty. 2.03 COMPOSITION A. Artificial stone veneer shall be a matrix of proprietary ingredients including cement, crushed and graded stone, virgin polypropylene fiber, iron oxide pigment and admixtures necessary to achieve required physical properties and as indicated below: 1. Non - combustible materials and components. 2. Weight: Approximately 8.5 Ibs per square foot. 3. Color Fastness: Color shall be an integral part of the stone during the casting process. 2.04 RELATED MATERIALS A. Components: Provide manufacturer's standard architectural trim products as necessary for fully finished installation. 1. Provide "watertable" stone trim as indicated. 2. Provide "sill" stone trim as indicated. 3. Provide "corner trim" stone for outside corners. B. Mortar: Provide ASTM C150 Portland Type I cement combined with sand, portable water and reinforcement mesh per manufacturer's directions. 1. Grouting Mortar: Provide pigment for mortar (Type S) to match color selected by Architect from standard davis colors. 2. Bonding mortar shall be Type S or as approved by jurisdiction. C. Provide 60 minute rated water -proof membrane over sheathing. D. Provide expanded metal lath per manufacturer's requirements. PART 3 EXECUTION 3.01 INSPECTION A. Inspect adjacent construction for conditions that would prevent proper installation of cast stone ornaments. Inspect substrate for soundness and surface adhesion quality. B. Inspect product from crates for any damage from shipping. Inspect product for any variations in color, finish, tolerance, or design. Report any discrepancy to manufacturer before proceeding. 3.02 INSTALLATION A. Install artificial stone veneer in accordance with manufacturer's installation instructions and TechData sheet. All pieces shall be set by experienced and qualified stone masons or tile setters. Visitors Center - Wine Couritry.doc = - • 220 B. All substrate to receive artificial stone veneer shall be prepared as indicated in i manufacturer's TechData sheet. Substrate shall be clean of oil, dust, or debris. Surface shall be smooth, level, sound, and capable of a successful and permanent adhesion to the setting material. C. Every piece shall be set in a full bed of mortar. All building paper and metal lath shall be firmly in and installed per manufacturer's directions. D. Protect the veneer materials from splashing mortar or damage by other trades. Any foreign matter splashed or rubbed on the pieces shall be removed immediately. E. Grouting mortars shall be mixed and /or provided to match the color selected by the Architect. The grout finish shall be a "weather" type joint. Do not rake joints below stone line. Consult with architect prior to beginning grouting to verify finish work. Provide sample board if required by architect. 3.03 PATCHING A. The repair of chipped or damaged artificial stone veneer shall be done only by mechanics skilled in this work with materials furnished by the manufacturer and according to their direction. B. The veneer shall show no obvious repairs or imperfections other than the minimal color variations when viewed with the unaided eye under good typical lighting. 3.04 CLEANING A. The face of the veneer shall be fully cleaned. No acid or prepared cleaners shall be used without the approval of the manufacturer. 3.05 SEALING A. After cleaning and drying the full cure of any cementitious grouts (approximately 30 days), the veneer shall be sealed with silicone stearate solution. Follow sealer manufacturer's instructions and apply to inconspicuous test area to determine job specific results. END OF SECTION 04730 • . - - -. -- Visitors- Center- Wine Country.doc - - _ - - - 221 SECTION 05500 — METAL FABRICATIONS PART 1 GENERAL 1.01 SUMMARY A. Provide fabricated and miscellaneous rough hardware. B. Provide loose leveling and bearing plates. C. Provide miscellaneous steel handrails, etc. PART2 PRODUCTS 2.01 GENERAL A. Steel plates, shapes and Bars: ASTM A 36 B. Steel tubing: ASTM A 500 (cold formed). C. Steel Pipe: ASTM A 53, black finish. D. Welding Materials: In accordance with AWS specifications. E. Paint: Modified alkyd primer; shop applied. F. Fasteners: Plated fasteners, washers and the like. G. Grout: Non - shrink metallic and non - metallic grout. PART 3 EXECUTION 3.01 INSTALLATION A. Provide anchorage devices for all loose bearing plates and other metal fabrications including handrails. Set bearing plates and finish with appropriate non - shrink grout. 3.02 ADJUSTING AND CLEANING A. Touch -up painting: Immediately after erection, clean field welds, bolted connections and abraded areas. Touch -up with shop paint in preparation for final painting. END OF SECTION 05500 - Visitors Center - Wine Country.doc 222 SECTION 06100 — ROUGH CARPENTRY PART 1 GENERAL 1.01 SUMMARY A. Provide framing with dimensional lumber. B. Provide wood grounds, nailers, blocking and furring. C. Provide plywood roofing and wall panels and accessories. D. Provide rough hardware used in securing all rough carpentry work. PART 2 PRODUCTS 2.01 LUMBER, GENERAL A. Lumber Standards: WWPA - Western Wood Products Association. B. APA: American Plywood Association; Grades and Standards. C. Dimensional Lumbers: S4S with 19% maximum moisture content. D. Grade and Species: No. 2 or better; Douglas Fir - Larch. E. Plywood Grade: Concealed: CDX; Exposed: AC. Thickness as indicated. F. Pressure Treated Lumber: S4S; all lumber in contact with masonry or concrete. G. Rough Hardware: Fasteners as applicable by UBC or as indicated; Hangers and galvanized framing hardware shall be as indicated. H. Building paper: ASTM D 225, Type I, asphalt saturated felt, non- perforated type; 15 Ib. PART 3 EXECUTION 3.01 INSTALLATION A. Comply with UBC 1997 Edition for bracing, blocking, nailing, fire stopping etc. B. Set members plumb and true to line and cut and fitted to other members. • C. Install pressure treated lumber where in contact with concrete or masonry. D. Install sill sealer below all exterior treated plates prior to securing anchor bolts. E. Install saturated felt building paper over all exterior plywood panels in "shingle style" application. Lap joints 2" minimum and staple or nail edges at 8" O.C. and 12" O.C. for field areas. END OF SECTION 06100 - Visitors-C@nter - Wine Country.dpc - -- - 223 SECTION 06200 — FINISH CARPENTRY PART 1 GENERAL 1.01 SUMMARY A. Provide exterior trim. B. Provide interior trim. C. Provide structural fiberglass columns. PART 2 PRODUCTS MATERIALS A. Lumber for Trellis: 1. Supporting Beams and Columns: Douglas Fir "Architectural" rough sawn (RS), clear. 2. Trellis Lumber. Clear heart redwood or clear cedar, S4S. B. Interior trim (hardwood; to be stained): Clear Alder, no knots. Length between joints 12'- 0". C. Interior trim (where indicated to be painted): Western Hemlock, Clear, No. 1, no knots. Length between joints 16' -0 ". Provide "Alexandria" shapes indicated. D. Shutter Material and Fascia: 1x4 prefinished, fingerjoint cedar fascia material. Rough sawn on face. E. GWB soffits: 4' x 8' x 5/8" panels by Georgia Pacific "Denshield" type for use in exterior applications. F. Structural Fiberglass Columns: Outwater "Tuscan ", 10" diameter, height to be verified. G. Fasteners: As recommended by Manufacturer for pre- fabricated units and screws for GWB panels; finish nails for standing and running trim. PART 3 EXECUTION 3.01 INSTALLATION A. Install the work plumb, level, true and straight with no distortions. Leave all trim work, finish carpentry and GWB work in condition to receive final finishes. B. Scribe and cut work to fit adjoining work. Match adjacent trim profiles. Ease edges of trim. 1. Ease edges of all rough sawn trellis materials. C. Install trim with a minimum number of joints. Joints shall be overlapping "scarf' joints. Set nails and fill with putty in preparation for stain or paint. D. Install trim to industry standards. Set nails flush in preparation for painting. Caulk joints (scarf joints for trim). E. Install finish over trim and GWB within two weeks of installation or sooner if required or recommended by manufacturer or supplier. END OF SECTION 06200 Visitors Center - Wine Cou.doc 224 SECTION 07200 — INSULATION PART 1 GENERAL 1.01 SUMMARY A. Provide concealed building insulation where exterior walls are exposed during the remodeling. B. Provide insulation at the perimeter of the new window units. C. Provide polyethylene film vapor retarder over exterior wall insulation. (Interior of wall) D. Provide polyethylene film vapor retarder over crawlspace grade. PART 2 PRODUCTS 2.01 INSULATING MATERIALS A. Thermal Batt Insulation: Unfaced resilient fiberglass insulation complying with ASTM C 665. R -value as indicated. B. Interior wall film Vapor Retarder: 6 -mil polyethylene film C. Vapor Retarder: 10 -mil polyethylene film. D. Foam -in Insulation: For use around window and door frames. DAP, Inc. "DAP -TEX" latex insulating foam sealant. PART 3 EXECUTION 3.01 INSTALLATION A. Install all insulating materials according to manufacturer's directions and Washington State Energy Code. Coordinate insulation installation so that voids are filled prior to recovering. B. Overlap and tape polyethylene film over crawlspace grade. C. Overlap interior wall polyethylene film at least one stud space. Seal around electrical /riata oiutlets END OF SECTION 07200 - _ - - - Visitors - Center - Wine Country.doc - - _ - -- • - 225 SECTION 07310 — COMPOSITION SHINGLES (ALTERNATE BID) PART 1 GENERAL 1.01 SUMMARY A. Provide composition shingles and accessories for a complete assembly. PART 2 PRODUCTS 2.01 COMPOSITION SHINGLES A. Manufacturer for Design Standard: Pabco "Premier P -40" or approved. B. Underlayment (Ice Shield): Nicolon Corp. "Miradry WIP 200" or approved. C. Fasteners: Nails or staples approved by manufacturer. D. Accessories: Provide hip and ridge shingle units manufactured by supplier to match selected shingles. E. Metal Drip Edge: 0.024 pre- finished aluminum furnished in 10' -0" lengths (minimum). Provide 1 -1/2" fascia flange and 3" deck flange. Provide valley metal in shape indicated in NRCA "Waterproofing and Roof Installation Manual ". Color: Bronze. PART 3 EXECUTION 3.01 INSTALLATION A. Install assembly in compliance with manufacturer's directions and as indicated. Installation shall be done in a manner to provide the Owner with a full warranty. B. Install Ice Shield underlayment horizontally over the entire eave surface of the roof and 3' -0" horizontal measurement "inside" of all exterior walls. Cover the ridge and hips with a layer extending 18" on each side of the ridge /hip. C. Do not penetrate the exposed finish soffit plywood at the eaves with roofing fasteners. END OF SECTION 07310 - Visitors Center - Wine Country.doc __ _ - 226 SECTION 07320 - ROOFING TILES (BASE BID) PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to work of this Section. 1.02 SUMMARY A. Provide all labor, materials, and equipment necessary to complete the application of concrete roofing tile system. 1.03 RELATED SECTIONS A. Sections that are related to this Section include but are not limited to the following: 1. Division 7 Section "Flashing and Sheet Metal ". 1.04 SUBMITTALS A. Provide product data for each type of product specified, including details of construction relative to materials, dimensions of individual components, profiles, textures, and colors. B. Provide samples for initial selection purposes in form of manufacturer's sample finishes showing full range of colors and profiles available. 1.05 QUALITY ASSURANCE A. Fire Performance Characteristics: Provide products that comply with the specified fire performance characteristics by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction. 1. Fire Resistance Ratings: UL "Fire Resistance Director" Class "B ". 1.06 DELIVERY, STORAGE, AND HANDLING A . Deliver materials to project site in manufacturer's unopened bundles, rolls, or containers with labels intact. B. Handle and store materials at project site to prevent water damage, staining, or other physical damage. Store roll goods on end. Do not stack loaded pallets on top of one another. Comply with manufacturer's recommendations for job site storage, handling, and protection. 1.07 PROJECT CONDITIONS • A. Weather Conditions: Proceed with Work only when existing and forested weather conditions will permit Work to be installed in compliance with manufacturer's recommendations and when substrate is completely dry. Do not install underlayment on wet or frozen sheathing. B. Do not begin installation until work of other trades in areas to receive tiles is complete. C. To avoid the occurrence of color patterning on roof, tiles shall be loaded to ensure that shades are either segregated or blended uniformly over the entire roof elevation. D. Upon completion of tile installation, ensure all other trades are aware of precautions required when walking on tile. Make other trades aware and responsible for protection of tile from damage and surface marring of adjacent surfaces during following works. - - -. -- -- Visitors-CQnter - Wine Coutihy.doc - -- • - 227 E. Refer other trades to manufacturer's instructions regarding tile protection. F. Do not stack tiles on roof in a manner which would endanger structure. Distribute stacks of tile uniformly in accordance with manufacturer's technical data describing roof loading. 1.08 EXTRA MATERIALS A. Deliver extra materials to Owner. Furnish extra materials matching products installed as described below, packaged with protective covering for storage and identified with labels clearly describing contents. B. Furnish quantity of full -size roofing tiles equal to about 50 SF of roof area. 1.09 WARRANTY A. Special Project Warranty: Submit a written warranty, executed by manufacturer, agreeing to repair or replace roofing tiles that fail in materials or workmanship within the specified warranty period. Failures include, but are not limited to, deformation or deterioration of roofing tiles beyond normal weathering. This warranty shall be in addition to and not a limitation of other rights the Owner may have against the Contractor under the Contract Documents. 1. Warranty period is 30 years after date of Substantial Completion. PART2 PRODUCTS 2.01 CONCRETE ROOFING TILES A. Integral -color concrete tiles. Tiles to have clear sealer finish and interlocking side lap. Color to be selected by Architect. 1. Products: Subject to compliance with requirements including color /texture indicated in Materials List, provide the following: a. Monier Roofing Tile "Villa," color as selected, or approved. 2.02 ACCESSORIES A. Asphalt- Saturated Roofing Felt Underlayment: Type 30 minimum; non - perforated, asphalt- saturated organic felt complying with ASTM D 226; 26 inches wide. B. Ice Protection Membrane: Modified bitumen, self- adhering, "self- sealing" roofing membrane, 50 mil. minimum thickness. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "Bituthene Ice & Water Shield," W.R. Grace & Co. b. "Sure Grip," Nord Bitumi, U.S. Inc. c. "Stormshield," GS Roofing Products. C. Asphalt Plastic Cement: Non - asbestos fibrated asphalt cement complying with ASTM D2822 Type 2, designed for trowel application. D. Accessory Tiles: Manufacturer's standard factory pre -cut units to match roofing tiles. E. Nails: Corrosion resistant, 11- or 12- gauge, sharp - pointed, box nails of sufficient length to penetrate 3/4 -inch into solid decking or to penetrate through plywood sheathing. Materials of nails in contact with flashing shall match materials selected for flashing to prevent galvanic action. Underlayment to be secured with 3/4" corrosion resistant roofer nails. F. Battens: Minimum 1 x 2 battens on roof deck with 1/2" space between ends. - Visitors Center - Wine Country_.doc = _ - 228 PART 3 EXECUTION 3.01 EXAMINATION A. Examine substrate for compliance with requirements for substrates, installation tolerances, and other conditions affecting performance of Work of this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Clean substrates of any projections and substances detrimental to tiling work. Cover knotholes or other minor voids in substrate with sheet metal flashing secured with noncorrosive roofing nails. B. Coordinate installation of tiles with flashings and other adjoining work to ensure proper sequencing. Do not install roofing tiles until all vent stacks and other penetrations through roof sheathing have been installed and are securely fastened against movement. 3.03 INSTALLATION • A. Comply with manufacturer's installation instructions and recommendations, but not less than recommended by "The NRCA Steep Roofing Manual." B. Felt Underlayment: Apply one layer of felt underlayment horizontally over entire surface to receive roofing tiles, lapping succeeding courses a minimum of 2 inches, end laps a minimum of 4 inches, and hips and valleys a minimum of 6 inches. Fasten felt with sufficient number of roofing nails or noncorrosive staples to hold underlayment in place until asphalt shingle application. C. Ice Protection Membrane: In addition to felt underlayment, install continuous membrane of specified material along eaves to a point 36" minimum inside exterior wall line. Where more than one course is required, install in "shingle fashion" starting at eave. Handle and apply material per manufacturer's instructions. D. Wood Battens: Install wood battens per tile manufacturer's directions. Use horizontal and vertical chalk lines to ensure straight coursing. Provide wood buck as required per the manufacturer's directions at hips and ridge. E. Tiles: Comply with installation details and recommendations of tile manufacturer and "The NRCA Steep Roofing Manual." F. Flashing and Edge Protection: Install metal flashing, concealed step flashing and valley flashing units, vent flashing, and edge protection as indicated and in accordance with details and recommendations of "The NRCA Steep Roofing Manual." 3.04 ADJUSTING A. Replace any damaged materials installed under this Section with new materials meeting specified requirements. END OF SECTION 07320 . - - Visitors-Center 7 Wine Country.doc - - - - - - • - 229 SECTION 07600 — FLASHING AND SHEET METAL PART 1 GENERAL 1.01 SUMMARY A. Provide exposed sheet metal trim. See Section 7310 for requirements for shingle roof sheet metal. B. Provide Sheet metal flashings and gutter and down spout system. PART2 PRODUCTS 2.01 MATERIALS AND FABRICATIONS A. All metal exposed to view shall be pre- finished with "Kynar 500 ". B. Gutters and Downspouts: Pre - finished galvanized steel, 22 ga. C. Exposed trim (used with shingle roof system): Pre - finished galvanized steel, 24 ga or 0.024 pre- finished aluminum; Bronze. D. Base flashings: Galvanized steel, 24 ga., as applicable E. Counterflashings: Galvanized steel, 24 ga., as applicable PART 3 EXECUTION 3.01 INSTALLATION A. Install work in compliance with SMACNA "Architectural Sheet Metal Manual ". B. Provide for thermal expansion in all assemblies. Protect dissimilar metals from each other to prevent galvanic action. C. Coordinate roof penetration flashing installation with roofing installation and installation of items penetrating the roof. D. Protect pre- finished items and touch -up paint pre- finished work with fine brushes to avoid future fading of the touch -up paint. END OF SECTION 07600 _ - Visitors Center - Wine Country.doc . _ 230 SECTION 07900 — JOINT SEALANTS PART1 GENERAL 1.01 SUMMARY A. Provide sealants for exterior joints in vertical surfaces and non - traffic horizontal surfaces. B. Provide sealants for exterior joints in concrete traffic areas. C. Provide sealants for interior joints in vertical surfaces and horizontal non - traffic surfaces. D. Provide sealants for all joints as indicated and as required by manufacturer's directions for the various indicated assemblies to ensure a weather tight, a water tight and an "air tight" building. PART 2 PRODUCTS 2.01 MATERIALS A. Building Sealant: One -Part Non - acid- curing Low Modulus Silicone Sealant: Dow Corning Corp. "Dow Corning 790 ". B. Glazing Sealant: One -Part Silicone Sealant: Dow Corning Corp. "Dow Corning 795 ". C. Concrete Joint Sealant in Traffic Areas: Two -Part Non -sag Urethane Sealant: Pecora Corp. "Dynatred ". D. Sealant Backing: Pre - formed, compressible, resilient, non - gassing plastic foam material. E. Bond Breaker Tape: Polyethylene tape. PART 3 EXECUTION 3.01 INSTALLATION A. Install sealants per manufacturer's directions. Clean all surfaces prior to installation. Sealant joint should be two times as wide as deep. When joint is in excess of the depth to width ratio indicated above, install toam sealant backing material. B. Install bond breaker tape so that all joints have only two surfaces to adhere to. END OF SECTION 07900 _ _ _. _- Visitors-Center - Wine Country.doc - _ - 231 SECTION 08211 — DOORS PART 1 GENERAL 1.01 SUMMARY A. Provide specialty front double entry door and single rear entry door. B. Provide solid core composition panel interior doors and matching panels with smooth faces (end matched and square rabbeted). C. Provide clear hemlock or poplar frames for interior doors. D. Provide galvanized, primed, insulated hollow metal door /frame assembly. E. Coordinate installation with wood frames, finish and finish hardware. PART 2 PRODUCTS 2.01 INTERIOR WOOD DOORS A. Manufacturer for Design Standard: Vancouver Door Company, or approved. B. Interior Wood Doors: Smooth faces with panels as indicated. Solid Core doors with wood edges. Size and thickness as indicated. Painted finish. Frames of clear hemlock or poplar with stops. C. Pre -fit doors for finish hardware. D. Install 1x4 T &G cedar siding over hollow metal door with No. 6 drywall screws, set flush, in pattern (top & bottom) as directed by Architect. EXTERIOR DOORS A. Specialty front double entry door: Sunrise Wood Products, Lumber Products, 16927 E. Euclid, Spokane, WA 99216. 1. Helliesen Lumber and Supply Co. Inc., North 1 Ave. & W. 'B' St. P.O. Box 2585, Yakima, WA 98907 (509) 453 -5525 PART 3 EXECUTION 3.01 INSTALLATION A. Install doors to comply with manufacturer's directions and with instructions of the referenced AWI standard. Install doors and panels plumb and level. B. Fit doors to frames and machine for hardware to whatever extent not previously worked at factory for fit and uniform clearance at each edge. C. Remove and replace any non - conforming door that has been damaged beyond acceptable repair. Protect doors from other construction activities. Damaged faces or edges shall be rejected. END OF SECTION 08211 - - Visitors Center = Wine Country.doe = - 232 SECTION 08710 - FINISH HARDWARE PART 1 GENERAL 1.01 SUMMARY A. Provide all finish and specialty hardware necessary to complete the project, including all accessories, tools and fasteners for hardware installation and maintenance. 1 . Provide hardware for all new doors. Refer to hardware schedule. 2. Provide for door /hardware allowance as indicated on drawings and specifications. B. Hardware not inciuded: Cabinet Hardware, Adjustable Shelving. PART2 PRODUCTS 2.01 HARDWARE AND MATERIALS A. Manufacturer for L1 Lockset: Sargent (10G04 LL verify function), or approved. 1. All operating hardware shall be latch type, complying with ADA requirements. B. Manufacturer for 01 Closers: Sargent (351 -0), or approved. C. Manufacturer for B1 Hinges: McKinney (TA2714 4.5x4.5), or approved. D. Manufacturer for P1 & P2 Pull /Push Plates: Trimco (1017 -2 & 1001 -2), or approved. E. Finish: U5 10B — Oil rubbed bronze. F. Manufacturer for S1 Wall Stop: Trimco (1270WVCP), or approved. G. Provide Keying Schedule for all locking devices. H. Manufacturer for S2 Roller Stop: Trimco (1245), or approved. Manufacturer for M1 Silencers: Trimco (1229B), or approved. PART 3 EXECUTION 3.01 INSTALLATION A. Coordinate all finish hardware with door and frame manufacturers. Provide hardware schedule /submittals for review. B. Install finish hardware per manufacturer's directions. C. Adjust finish hardware for smooth and proper operation. All hardware provided shall meet ADA requirements for accessibility including pull and closing resistance. • D. Install fire -rated hardware per NFPA 80 requirements, including allowed space between door bottom and finished floor. E. Clean all hardware at conclusion of project. END OF SECTION 08710 _ . - -- Visitors- Center - Wine Country.doe - -- -- • - 233 SECTION 08800 — WINDOWS PART 1 GENERAL 1.01 SUMMARY A. Provide window units as indicated. B. Provide glazing for vision lites as indicated. C. Provide glazing for entrance doors, is provided by others. D. Provide safety glazing as indicated. PART 2 PRODUCTS 2.01 GLAZING MATERIALS A. All glass in doors, adjacent to doors and below 10' -0" shall be insulating tempered safety glass. B. All exterior glazing for doors, vision lites and windows shall be insulating. Provide 5 year warranty. C. Exterior Insulating Glass: Low -E glass units comprised of 1/8" light plus %2" air -space plus 1/8" Tight (3/4" total thickness). Provide Low -E on number 2 surface. D. Interior Glass: Clear glass. Safety glass as indicated and as required by UBC. E. Provide all accessories to complete the glazing of the project including sealants, setting blocks, etc. Coordinate work with other trades. 2.02 WINDOW UNITS A. Provide nail -on flange type vinyl window units as manufactured by Marlin, N.W. aluminum, Best Bilt MFG, or approved. (Deduct Alternate No. 2) 1. Color: White. 2. Shape and dividing mutins as indicated. B. Provide Pozzi True Divided Lite Casement Window, - 1" Bead Stop Profile. (Base Bid) 1. Color: To be selected. a. Central Valley Glass, Inc. (509) 453 -6326 (Les Riel) i. Type 1 — CA2424 -11, Type 2 — CA3624 -21, Type 3 — CCH2460. PART 3 EXECUTION 3.01 INSTALLATION A. Install glass and window units per glass and window manufacturer's directions. Protect glass edges from damage during handling and installation. B. Employ experienced workers to install sealants. C. Protect glass from damage after installation. Replace broken units. D. Employ professional cleaners to wash glass units at the conclusion of the project. END OF SECTION 08800 - _ Visitors Center - Wine Country.doo = - • 234 SECTION 09200 - STUCCO SYSTEM PART1 GENERAL 1.01 SUMMARY A. Provide metal lath and accessories. B. Provide Portland Cement Plaster. C. Provide Acrylic Finish System with primer coat. D. All work and materials, including preparation of substrate, shall be in compliance with the specifications of the Northwest Wail and Ceiling Bureau (Specifications and illustrations are available for review in the Architect's office upon request). E. Akrotique System will be applied on exterior and interior walls. PART 2 PRODUCTS 2.01 MANUFACTURERS AND MATERIALS A. Manufacturer's of Metal Supports: "U.S. Gypsum, Gold Bond Building Products Division of National Gypsum. B. Expanded Metal Lath: Cemco. C. Metal Accessories: Fry Reglet Corp. Size of reveals or joints as indicated. D. Fiber for Base Coat: Harbourite "Fibermesh ". E. Acrylic Finish System: Omega Products International, 1681 California Ave., Corona CA 92881 (800- 600 - 6634). Colors as selected. Akrotique System. F. Portland Cement Plaster: ASTM C 150 G. Texture for Acrylic Finish System: To Be Selected. H. Stucco System: Base Coat, Scratch Coat, Brown Coat, primer coat, Acrylic -Based Finish Coat, Sealer • PART 3 EXECUTION 3.01 INSTALLATION A. Provide "three- coat" system in accordance with the specifications of the Northwest Wall and Ceiling Bureau and as indicated above. Provide cold weather protection during installation. 1. Stucco system shall be installed over building paper as specified in Section 06200 "Rough Carpentry and shall meet 60 min. requirement of the UBC. B. Install joints as indicated or as specified in the specifications indicated above. C. Provide mock -up for review and approval. D. Apply acrylic finish system in conformance with the manufacturer's directions. E. Coordinate work and placement of scaffolding with other trades and work activities. F. Protect finished work from excessive dirt and dust, work activities and other damaging effects on the system. Repair damaged areas to like new condition. END OF SECTION 09200 - Visitors Center - Wing-Country.doc - - 235 SECTION 09250 - GYPSUM DRYWALL PART 1 GENERAL 1.01 SUMMARY A. Provide gypsum board assemblies attached to furring and framing members. All new and exposed exterior and interior partitions and walls shall be covered with gypsum board. B. Provide edge trim and corner finish beads. PART 2 PRODUCTS 2.01 MANUFACTURERS AND MATERIALS A. Gypsum Board Products: Georgia- Pacific Corp., Gold Bond Building Products, United States Gypsum. B. Gypsum Board: All gypsum board used on the project shall be 5/8 ", Type X, tapered edge except as otherwise indicated. C. Exterior Soffit Board: Georgia- Pacific Corp. - 5/8 ", "Dens- Shield ", Type X. D. Trim and Accessories: Hot -dip zinc coated. E. Joint Treatment Materials: Factory mixed taping and topping compound. F. Fasteners: Drywall screws. G. Texture Finish: "Light Knock - Down" except for areas to receive wall fabric or other applied finish materials. 1. Provide 2'x4' sample of texture for approval prior to application /finish. PART 3 EXECUTION 3.01 INSTALLATION A. Gypsum Board Application and Finishing Standard: Install and finish gypsum board and accessories to comply with ASTM C 840 and GA -216. B. Prime walls prior to installation of wall texture. C. Finish walls to receive "light knock - down" or wall fabric (smooth texture) as indicated. D. Protect wall surfaces prior to painting and application of wall fabric. Correct any flaws prior to painting and wall fabric installation. END OF SECTION 09250 - _ Visitors Center - Wine Country.doc _ _ _ 236 SECTION 09512 — ACOUSTICAL CEILING SYSTEMS PART1 GENERAL 1.01 SUMMARY A. Provide acoustical panel ceiling systems with exposed suspension (grid) system. B. Provide acoustical tile ceiling systems adhesively adhered directly to a gypsum board substrate. C. Provide all accessories, trim and tools for a complete installation. PART 2 PRODUCTS 2.01 MANUFACTURERS AND MATERIALS A. Acoustical Tile - AC -1: Armstrong World Industries "Georgian" 12" x 12" x 5/8" #730 beveled edge glue -on tile. B. Adhesive for Glue -on Tile: As recommended by the tile manufacturer. PART 3 EXECUTION 3.01 INSTALLATION A. Install glue -on tile system per manufacturer's directions. Level joints between tile. Replace tile that is not in conformance, damaged, and /or stained, etc. B. Protect tile from other finishing operations. END OF SECTION 09512 - Visitors - Center - Wine Country.doc - - -- - 237 SECTION 09650 — RESILIENT FLOORING PART 1 GENERAL 1.01 SUMMARY A. Provide Sheet Vinyl (SVF). B. Provide Resilient Base (RB). C. Provide accessories, adhesives and tools for a complete installation. PART 2 PRODUCTS 2.01 MANUFACTURERS AND MATERIALS (BASE BID) A. Sheet Vinyl (SVF -1): Armstrong `Perspectives' No. 33214. Color: "Quarry Stone ". B. Resilient Base (RB): Johnsonite - 4 ". Color as selected. C. Accessories: Johnsonite, "Sluter" metal between carpeting and vinyl. D. Adhesives: provide per manufacturer's directions. PART 3 EXECUTION INSTALLATION A. Remove all debris, examine substrate, and prepare the exiting floor for installation of the vinyl flooring. B. Install all resilient flooring products in strict compliance with the manufacturer's directions. 1. Install vinyl flooring in the area below the refrigerator. C. Protect floor finishes at completion of work. Replace damaged flooring. D. Apply manufacturer's recommended finish to flooring prior to Substantial Completion. END OF SECTION 09650 - _ Visitors Center = Wide Country.doc • - 238 SECTION 09680 — CARPETING PART 1 GENERAL • 1.01 SUMMARY A. Provide carpet B. Provide "walk -off' carpet in area indicated. C. Provide carpet accessories and adhesives and all materials and tools for a complete installation. PART 2 PRODUCTS 2.01 MANUFACTURERS AND MATERIALS A. Manufacturer: Atlas 'Tesserae 32'. Color: TS09 Mulberry Bark. B. Warranty: 10 year limited performance warranty. C. Walk -off carpet: VAN DIJK 'Protect Super'. Color: 01. D. Adhesives: Provide adhesives and installation methods as directed by the manufacture in order to provide the full warranty. E. Accessories: Provide transitions accessories as indicated. Refer to Section 09650 "Resilient Flooring" for specifications for transition metal between the carpet and the ceramic porcelain tile. "Walk -off' carpet (Base Bid) and SVF -2 (Alternate Bid) vinyl floor. PART 3 EXECUTION 3.01 INSTALLATION A. Install carpet, walk -off carpet and accessories in strict conformance with the manufacturer's directions. B. Minimize seams in carpet. Provide carpet base in continuous lengths. C. Protect and clean carpet and carpet base at the conclusion of the work. Coordinate the installation of the carpet with other trades and the conditioning of the building. END OF SECTION 09680 - - - -. -- Visitors Center-- Wine Country.doc - 239 SECTION 09900 — PAINTING PART1 GENERAL 1.01 SUMMARY A. Provide surface preparation, priming, painting and finishing of exposed interior and exterior items and surfaces, except for factory finished surfaces not indicated to be painted. PART 2 PRODUCTS 2.01 MANUFACTURERS AND MATERIALS A. Manufacturer: Highest quality Benjamin Moore, Sherwin Williams or Columbia Paint. 1. Provide paint schedule for review and approval by the Architect prior to commencement of work. B. Colors: As selected by Architect. 1. Architect will provide a paint color selection schedule for contractor's use. C. Akrotique Acrylic System will be applied to interior walls. Coordinate with Architect and refer to Section 09200 for manufacturer. PART 3 EXECUTION 3.01 PREPARATION AND EXECUTION A. Examine surfaces to be painted. If surfaces are not ready for paint, make corrections prior to paint application. 1. Schedule painting work with other finish work prior to commencement of work. B. Prepare surfaces to be painted by removing hardware, masking areas not to be painted and removing dust and other impurities. C. Use only skilled workers in the preparation for and application of paint. D. Apply paint in strict accordance with manufacturer's directions and coverage rates. E. Clean all areas that have been painted and restore surfaces to a "like new" condition. 3.02 EXTERIOR PAINT SCHEDULE A. Ferrous Metal: One coat rust inhibitive primer, two coats semi -gloss alkyd enamel. B. Galvanized Metal: One coat rust inhibitive primer, two coats semi -gloss acrylic enamel. C. Exposed Hollow Metal: One coat rust inhibitive primer (in addition to factory applied primer), two coats semi -gloss acrylic enamel. D. All Other Exposed Primed Steel and Sheet Metal: One coat rust inhibitive primer, two coats semi -gloss acrylic enamel. E. Exposed Mechanical, Electrical and Utility Equipment: One coat rust inhibitive primer, two coats semi -gloss acrylic enamel. Note: paint exposed electrical panel board covers and other mechanical and electrical equipment in finished spaces unless directed otherwise. - - Visitors Center - Wine Couritry.doc 240 F. Aluminum Fleshings exposed to view (non- prefinished): One coat primer, two coats semi -gloss acrylic enamel. G. Soffits and Trim: One full coat of highest quality acrylic -latex stain. H. Wood Trellis Assembly: One full coat of semi - transparent stain. 3.03 INTERIOR PAINT SCHEDULE A. Gypsum Wallboard: One coat vapor barrier (PVA) paint prior to texture application, one coat PVA after texture application, two coats eggshell interior acrylic enamel. B. Hollow Metal, Ferrous Metal: One coat rust inhibitive primer (in addition to factory applied primer), two coats semi -gloss acrylic enamel. C. Under Wall Coverings (no texture): Prime with latex base undercoat as recommended by wall covering manufacturer. D. Painted Woodwork: One coat manufacturer's solvent based primer /sealer, two coats semi -gloss alkyd enamel. E. Stained Woodwork: One or two coats stain to match color selected, one coat "flat" polyurethane finish, "000 steel wool" finish, one coat "flat" polyurethane finish, "000 steel wool" finish. F. Wood Trellis Assembly: One full coat of semi - transparent stain. END OF SECTION 09900 - VisitorsCQnt - er- Winc Country.doc - -- - 241 SECTION 10425 - SIGNS PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 0 and 1 Specification Sections, apply to work of this Section. 1.02 SUMMARY A. This Section includes but is not limited to: 1. Interior Signs a. Surface mounted panel signs. 2. Exterior Signs a. Parking signs and directional signs. b. Bronze plaque. 1.03 RELATED SECTIONS A. Sections that are related to this Section include but are not limited to the following: 1. Division 1 Section "Temporary Facilities ". 2. Division 3 Section "Concrete ". 3. Division 15 Section "General Mechanical Requirements ". 4. Division 16 Section "Basic Materials and Methods ". 5. Division 16 Section "Lighting Systems ". 1.04 DEFINITIONS A. Terms: 1. Braille: Grade 2 Braille including 189 part -word or whole word contractions in addition to grade 1 Braille 63 characters. Tactile is required whenever braille is required; see "System Description" Section, below. 2. Non - tactile: Letters and numbers on signs with width -to- height ratio between 3:5 and 1:1 and stroke width ration between 1:5 and 1:10 using upper case "X" to calculate ratios. Use type styles with medium weight; upper and lower case lettering is permitted; serif type styles are permitted See "System Description" below. 3. Symbols: Symbol itself is not required to be tactile but equivalent verbal description is required both in tactile letters and braille. 4. Tactile: 1/32" raised capital letters without serifs at least 5/8" height and not more than 2" height based on upper case "X ". Braille is required whenever tactile is required; see "System Description" Section below. _ Visitors Center- Wine Country.doc _ _ _ _ . - • 242 1.05 SUBMITTALS A. Product Data: Include manufacturer's construction details relative to materials, dimension of individual components, profiles, and finishes for each type of sign required. 1. After review and approval, submit to Architect. B. Shop Drawings: Provide shop drawings for fabrication location and erection of signs. Include plans, elevations, and large -scale sections of typical members and other components. Show anchors, grounds, reinforcement, accessories, layout, and installation details. C. Samples: Provide the following samples of each sign component for initial selection of color, pattern and surface texture as required and for verification of compliance with requirements indicated. 1.06 QUALITY ASSURANCE A. Single- Source Responsibility: For each separate type of sign required, obtain signs from one source from a single manufacturer, regularly engaged in work of this magnitude and scope for minimum of five (5) years. B. Design Concept: The Drawings indicate sizes, profiles, and dimensional requirements of signs and are based on the specific types and models indicated. Sign units by other manufacturers may be considered provided deviations in dimensions and profiles do not change the design concept as judged by the Architect. The burden of proof of equality is on the proposer. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products of one of the following: 1. ANDCO Industries Corp., Greensboro, NC. (Design Standard) 2. American Graphics, Inc. 3. ASI Sign Systems, Inc. 4. Best Manufacturing Co. 5. Seton Identification Products Visitors- Center - Wine CouI ry.dgc -- • - 243 2.02 MATERIALS AND FABRICATION A. Surface Mounted Panel Signs: ADA tactile signs, 1/32" thick computer generated photo - etched rubberized surface material chemically bonded to 3/16" thick acrylic backer, braille portion mechanically embossed into face material. 1. Colors as selected by Architect from full range of manufacturer's colors (42 colors minimum). B. Parking Signs: Provide aluminum sheet of alloy and temper recommended by the aluminum producer or finisher for the type of use and finish indicated, and with not less than the strength and durability properties specified in ASTM B209 for 5005 -H15. 1. Provide permanent sign and sign posts; one at the head of each handicap designated parking space. 2. Sign board shall be corrosion resistant metal, minimum size to meet Washington State regulatory requirements. Provide permanent graphics on sign face showing "International Symbol of Access" and bearing the words "Reserved Parking, State Disabled Parking Permit Required" of colors and design acceptable to authorities and Architect. 3. Provide 2" o.d. x 6 " -0" (exposed height) galvanized steel pipe post for each accessible sign and tamper resistant sign board mounting fasteners (through -bolt with washers). Finish top of post to prevent water intrusion. a. Provide "Van Accessible" sign, as indicated. 4. Provide 2 -1/2" o.d. x 8' -0" (exposed height) galvanized steel pipe post for each directional sign and tamper resistant sign board mounting fasteners (through -bolt with washers). Finish top of post to prevent water intrusion. C. Bronze Plaque: Castings shall be free from pits, scale, sand holes, or other defects. Comply with requirements specified for metal, border style, background texture, and finish and with requirements shown for thickness, size, shape, and copy. Hand toll and buff borders and raised copy to produce the manufacturer's standard satin polished finish. 1. Metal: Bronze. 2. Border Style: Raised flat band. 3. Background Texture: Manufacturer's standard pebble texture. 4. Background Finish: Provide dark statuary finish to comply with the requirement specified for bronze finishes. 5. Natural Satin Finish: CDA- M3105506x (Mechanical Finish: Fine satin directional textured with manufacturer's standard air -dry clear organic coating). 6. Single line border. 2.03 FINISHES A. Colors and Surface Textures: For exposed sign material that requires selection of materials with integral or applied colors, surface textures or other characteristics related to appearance, provide color as selected by the Architect from the manufacturer's standards. 1. Provide surface mounted panel signs from full line of plastic laminate manufacturer's colors as selected by Architect. -_ - Visitors Center . Wine Country.doc . _ - 244 PART 3 EXECUTION 3.01 INSTALLATION A. General: Locate sign units and accessories where shown or scheduled, using mounting methods of the type described and in compliance with the manufacturers instructions. 1. Install sign units level, plumb and at the height indicated, with sign surfaces free trom distortion or other defects in appearance. B. Panel Signs: 1. Screw attach panel signs to wall surfaces using countersunk mounting holes. Mount units with backs in full contact with wall surfaces. C. Parking and Directional Signs: 1. Mount sign boards to exterior wall and posts with corrosion and temper resistant fasteners, through - bolted with washers. Coordinate location and setting of pipe inserts in concrete paving. Center in front of each designated parking space per State of Washington, WAC 51 -20 requirements. Set sign posts in sleeves with non - shrink, non - metallic grout. D. Bronze Plaque: 1. Mount the plaque by inserting threaded studs into tapped lugs on the back of the plaque. Set in predrilled holes filled with quick setting cement. 3.02 CLEANING AND PROTECTION A. At completion of the installation, clean soiled sign surfaces in accordance with the manufacturer's instructions. Protect units from damage until acceptance by the Owner. • B. Replace damaged signage prior to installation. Replace installed signs that are damaged prior to Substantial Completion. END OF SECTION 10425 - . - -- Visitors- Center - WineCountry.do_c - - -- 245 SECTION 12300 — CABINETS AND CASEWORK PART 1 GENERAL 1.01 SUMMARY A. Provide all finished casework units, shelf units, countertops and accessories. Verify dimensions, assembly, sequence of installation, delivery and other pertinent information needed to make the casework fit with the manufactured units. B. Provide materials, accessories, cabinet hardware, equipment and tools for a complete installation. Provide detailed shop drawings for review prior to fabrication. Approval must be obtained from the bank equipment manufacturer prior to fabrication. C. Coordinate work with electrical sub - contractors for installation of electrical and data devices and equipment. D. Coordinate work with other trades to accommodate their work. E. Coordinate work with framing operations and construction conditions that may require modification for installation of backing and supporting structure for cabinetry work. PART 2 PRODUCTS 2.01 MANUFACTURERS AND MATERIALS A. Cabinet specifications: Provide cabinets as manufactured by King Brothers Woodworking, Yakima, WA or by Yakima Precision Wood Products, Yakima WA. Other manufacturers are encouraged to seek approval to bid the work if they meet or exceed the specifications and quality standards of the cabinet companies named above and these specifications. Send qualification information to Loofburrow Architects for review and evaluation, including sample cabinet, if requested. Other information may be requested prior to approval for bidding. B. All exposed materials shall be finished with commercial grade plastic laminate, unless otherwise indicated. Selection of laminates shall be from the following manufacturers: Formica, Wilsonart and /or Nevamar. Brands, colors, textures and patterns shall be as selected by the Architect from the full range of laminate choices. C. Unexposed part of the cabinets shall be covered with melamine or polyester laminate. All portions of each cabinet shall be finished. No exposed particle board will be accepted. D. Particleboard shall be 45 Ib. density, premium grade meeting ANSI - 208.1. E. Visible exposed edges of cabinet ends, doors, shelves and door fronts shall be edgebanded with 3 mm PVC unless otherwise indicated. Colors shall be as selected by Architect from the full range of colors to compliment or match the plastic laminate selection. 1. Self edge of counter top to be clear alder where indicated. F. Hardware and accessories shall be as indicated or as standard to commercial /banking use. Drawer pulls shall be metal wire pulls. Hinges shall be commercial /heavy -duty concealed. G. Grommets: Provide a wiring grommet at each electrical or data outlet and additional grommets as indicated. H. Locks: Provide National Lock No. C8173 -26D for cabinets indicated. Locks shall be keyed the same. - - Visitors Center - Wine Country.doc __ • _ - - - • 246 Support brackets: Provide powder coated tube steel support brackets at 30" maximum • O.C., or as indicated, to support wall mounted "vanities ". PART 3 EXECUTION 3.01 INSTALLATION • A. Install cabinets securely and in strict accordance with manufacturer's directions and approved shop drawings. Field measure for cabinets prior to fabrication. Employ qualified and experienced workers to install cabinets, accessories and associated work. B. Coordinate installation of cabinetry with framing operations for the installation of backing and framing members. C. Coordinate installation of cabinetry with mechanical, plumbing and electrical work. D. Coordinate installation of cabinetry with other trades to accommodate their work. E. Following installation of cabinetry, use silicone sealant to caulk sides to walls, tops to cabinets, tops to walls, backsplash to walls, and other conditions to complete the installation. F. Install grommets as indicated or as directed in the field. G. Clean and protect cabinets at the conclusion of the installation. All drawers and interiors of cabinets shall be vacuumed and wiped clean by professional cleaners. Fronts and tops of cabinets shall be wiped clean. H. Replace any damaged cabinets or cabinet parts. END OF SECTION 12300 - Visitors Center- Wine Country.doc - - _- 247 SECTION 15500 — MECHANICAL PART 1 GENERAL 1.01 GENERAL PROVISIONS: General: 1. Provide a complete HVAC system for the proposed project 1.02 GENERAL SCOPE OF WORK: The work consists of the design, and installation of all mechanical work as identified on the contract drawings and as described herein. Work includes schematic design documents, design development documents, construction documents, specifications, field investigation, calculations, energy analysis, permits, mechanical labor, material, construction, coordination, documentation, testing, commissioning, training, record drawings, start -up and warranty for all mechanical systems and mechanical work. A. It shall be the responsibility of the mechanical contractor to engineer, design and install a complete mechanical system, including all HVAC, plumbing, fire protection and piping systems, for this building, together with all equipment and installations hereinafter specified. B. Design shall comply with all applicable codes, as well as the requirements of all jurisdictional agencies. Provide coordination and documentation as required to satisfy agency needs and requirements. Coordination with owner requirements and approvals by the owner are a requirement of this contractor. C. Installed systems shall perform in accordance with the performance criteria as stated herein. These specifications are designed to set the minimum standard of quality for materials and /or products. This section is a part of each Division 15 section. 1.03 DESCRIPTION OF WORK: A. General Provide Heating, Ventilation, and Air Conditioning (HVAC) for noted areas as shown on drawings for the different areas. B. Heating, Ventilation and Air Conditioning 1. Provide heating, ventilation and air conditioning systems for the facility. 2. Provide toilet exhaust and /or special exhaust system where required. 3. Coordinate energy code, building code and mechanical code requirements and provide all work required to comply with agency requirements. 1.04 TERMS OF CONTRACT: A. Mechanical Contractor Responsibilities The mechanical contractor shall maintain the responsibility for the design of the mechanical systems. Design and construction responsibilities shall include: 1. Design of HVAC systems including controls. 2. Preparation of Mechanical Schematic Design Documents, Design Development Documents, Construction Documents, Shop Drawings, Division 15 Specifications, and Product Submittals. 3. Energy code analysis and compliance documentation including building envelope analysis. 4. Agency reviews and coordination. 5. Mechanical system commissioning. 6. Reproducible as -built drawings. -_ - Visitors Center - Wine Country.doc - • 248 B. Engineering Calculations: Final calculations for HVAC system sizing shall be submitted for Project Manager and Owner review, in conjunction with the 100% contract Document submittal. C. Site Visit Visit the site so as to verify site conditions. 1.05 DESIGN DOCUMENTATION A. General It shall be this Contractor's responsibility to familiarize himself with the building design, including Owner representative, Structural, Electrical, Landscape and Site Drawings and to provide all required mechanical work in support of the building design. Contractor shall identify and resolve all conflicts. B. Schematic Design Phase 1. Sizing requirements for mechanical shafts and ceiling clearance requirements. 2. Schematic HVAC system layout showing major equipment locations, duct routing and zoning. 3. Block load heat gain /loss calculations. 4. Catalog data describing major equipment. C. Construction Document Phase 1. HVAC system layout showing the design in detail, sufficient for construction. 2. System description with control system sequence of operation. 3. Description and pricing for recommended spare parts. 4. Design and coordination submittals as required by the Owner. 1.06 COMMISSIONING A. Provide system commissioning for all mechanical systems, including start up, testing and system performance verification. The goal is: 1. To reduce construction deficiencies so that the contractor can provide the Owner with systems that function as designed, and 2. To increase the Owner /operator familiarity with the operation of these systems. B. Mechanical system performance shall be observed and tested by the Owner representative and owner's representatives. C. Balance air quantities to plus or minus five percent of design. D. Furnish Project Manager and Owner with copies of air conditioning equipment start up sheets showing equipment has been checked out in accordance with manufacturer's recommendations. 1.07 CODES AND STANDARDS: A. Conform to all code and agency requirements. As a minimum, the design shall conform to the following codes and standards: 1. Uniform Building Code • 2. Uniform Mechanical Code 3. Uniform Plumbing Code 4. Uniform Fire Code 5. Local Department of Health 6. National Fire Protection Association (NFPA) 7. Washington Industrial Safety & Health Act (WISHA) 8. Washington State Energy Code 9. National Electric Code 10 SHR./� standards t n d d (i di A;., _4 : a� Baru:, �:�nc�uv,,,� acoustical) 11. Latest edition of SMACNA B. Comply with the code edition adopted by the local building department and agencies. In . • • _ ... Visitors- Center = Wine Country.doc 249 addition, comply with all local codes, amendments and standards. If any conflict exists between codes, amendments, standards or the specifications the more rigorous interpretation shall apply. 1.08 HVAC DESIGN GUIDELINES: Any deviation from the following criteria shall be approved by the Owner representative in writing prior to the completion of design development documents. A. General Design Temperatures: HEATING COOLING Outside Air Drybulb Temperature Per local practice Outside Air Wetbulb Temperature Per local practice Inside Air Drybulb Temperature 72 F 75 F END OF SECTION 15500 Visitors Center - Wine Country_dac _. _ • 250 SECTION 16000 — ELECTRICAL PART 1 GENERAL 1.01 GENERAL PROVISIONS: General: 1. Provide a complete electrical systems for the proposed project. 1.02 GFNFRAI SCOPE OF WORK: A. The work consists of the design, and installation of all electrical work as identified on the contract drawings and as described herein. Work includes schematic design documents, v o�. �w � isC, UeJlgi l UVLUmI:f IIS, design development documents, construction documents, specifications, field investigation, calculations, energy analysis, permits, electrical labor, material, construction, coordination, documentation, testing, commissioning, training, record drawings, start-up and warranty for all electrical systems and work. B. It shall be the responsibility of the electrical contractor to engineer, design and install a complete electrical system, including all circuits and wiring devices for this building, together with all equipment and installations hereinafter specified. C. Design shall comply with all applicable codes, as well as the requirements of all • jurisdictional agencies. Provide coordination and documentation as required to satisfy agency needs and requirements. Coordination with owner requirements and approvals by the owner are a requirement of this contractor. D. Installed systems shall perform in accordance with the performance criteria as stated herein. These specifications are designed to set the minimum standard of quality for materials and /or products. This section is a part of each Division 16 section. 1.03 DESCRIPTION OF WORK: A. General 1. Provide all electrical work for all electrical systems and equipment. • 2. Provide all U.L. or F.M. approved equipment, including but not limited to, conductors, conduit, receptacles, wiring devices, light fixtures, ballasts, circuits and breakers, junction boxes, hangers, and anchors. • 3. Coordinate building code, electrical code, and energy code requirements and provide de all work required to comply with agency requirements. 4. Identify all circuits at panel board. • 1.04 TERMS OF CONTRACT: A. Electrical Contractor Responsibilities The electrical contractor shall maintain the responsibility for the design of the electrical systems. Design and construction responsibilities shall include: 1. Design of electrical systems including controls. 2. Preparation of electrical Schematic Design Documents, Design Development Documents, Construction Documents, Shop Drawings, Division 16 Specifications, and Product Submittals. 3. Code compliance and documentation. 4. Agency reviews and coordination. 3. Electrical system commissioning. 4. Reproducible as -built drawings. B. Panel Load Calculations: Final calculations for panel load sizing shall be submitted for Project Manager and Owner review, in conjunction with the 100% contract Document submittal. C. Site Visit Visit the site so as to verify site conditions. . 1 Visitors Center - Wine. Country.do _ . 251 1.05 DESIGN DOCUMENTATION A. General It shall be this Contractor's responsibility to familiarize himself with the building design, including Architectural, Structural, Mechanical, Landscape and Site Drawings and to provide all required electrical work in support of the building design. Contractor shall identify and resolve all conflicts. B. Schematic Design Phase 1. Sizing requirements for panels and conductors, and space requirements for electrical equipment. 2. Schematic electrical system layout showing major equipment locations and conductor routing for all lighting, wiring devices, and equipment. 3. Schematic level coordination as required by the Owner representative. 4. Catalog data describing major equipment. C. Construction Document Phase 1. Electrical system layout showing the design in detail, sufficient for construction. 2. Major component and system and controls description. 3. Description and pricing for recommended spare parts. 4. Design and coordination submittals as required by the Owner. 1.06 COMMISSIONING A. Provide system commissioning for all electrical systems, including start up, testing and system performance verification. The goal is: 1. To reduce construction deficiencies so that the contractor can provide the Owner with systems that function as designed, and 2. To increase the Owner /operator familiarity with the operation of these systems. A. Electrical system performance shall be observed and tested by the Owner's representatives. B. Furnish Owner with copies of manufacture's literature on specifications, operations, and maintenance of major components. 1.07 CODES AND STANDARDS: A. Conform to all code and agency requirements. As a minimum, the design shall conform to the following codes and standards: 1. Uniform Building Code 2. Uniform Fire Code 3. Local Department of Health 4. National Fire Protection Association (NFPA) 5. Washington Industrial Safety & Health Act (WISHA) 6. Washington State Energy Code 7. National Electric Code 8. ASHRAE Standards (including acoustical) B. Comply with the code edition adopted by the local building department and agencies. In addition, comply with all local codes, amendments and standards. If any conflict exists between codes, amendments, END OF SECTION 16000 - - Visitor - Center - Wine Country.doe = PART IV Plans Details Drawings .,_ visiToR INFoRmATIoN cENTER . , ,,, . CC3v E.,, , •.. ,_ YAKIMA WASHINGTON , ,_,•,, ,L, __ ciz`, 3 CONSULTANTS BUILDING CODE ANALYSIS DRAWING INDEX ° (.4-, TOPOGRAPHIC SURVEY CODE NOTES: REQUIRED SEPARATION ARCHITECTURAL & CONSULTANTS H 1997 UNIFORM BUILDING CODE 1997 UNIFORM PLUMBING CODE NO OCCUPANCY SEPARATION REQUIRED. ° PLSA ENGINEERING, 1997 UNIFORM MECHANICAL CODE TYPE V NON - RATED A0.0 COVER SHEET SURVEYING & PLANNING 1997 UNIFORM FIRE CODE SURVEY • r-.I CA • 1120 W. LINCOLN AVE 1997 WASHINGTON STATE REGULATION C1.1 SITE UTILITES • STAIR WIDTH - EGRESS • ' ' • YAKIMA, WASHINGTON 98902 FOR BARRIER FREE FACILITIES C1.2 PAVING & GRADING 1997 WASHINGTON STATE ENERGY CODE C31 CIVIL SITE DETAILS 1997 WASHINGTON STATE VENTILATION A -3 OCCUPANCY AND AIR QUALITY CODE 81 O.L. X .3 ° 24.3" OR GREATE A1.1 OVERALL SITE PLAN RICK WHER (509) 575 -6990 A1.2 ENLARGED SITE PLAN City Project OCCUPANCY CLASSIFICATION A2.1 FLOOR PLAN ALLOWABLE FLOOR AREA A3.1 REFLECTED CEILING PLAN No: 1936 • STRUCTURAL ENGINEER CITY OF YAKIMA VISITOR INFORMATION CENTER A4.1 ROOF PLAN CLASSIFICATION: A -3 OCCUPANCY +/ -1,680 SF BLDG. BASIC ALLOWABLE AREA (TYPE A -3) 6,000 SF A5.1 EXTERIOR ELEVATIONS - NORTH & SOUTH Federal ANDREOTTI & ASSOCIATES INC. 1,228 SF (USEABLE) /15 (EXHIBIT) ° 4 -YARD INCREASE (100 %) 6,000 SF A5.2 EXTERIOR ELEVATIONS - EAST & WEST 305 N. 6TH AVENUE 81 PERSON'S OR LESS ONE STORY BUILDING X 1 A6.1 BUILDING SECTION Contract No: YAKIMA, WASHINGTON 98902 CONSTRUCTION TYPE A6.2 BUILDING SECTION TOTAL ALLOWABLE AREA 12,000 SF A7.1 WALL SECTION /DETAILS STPE- 1485(017) JOHN ANDRIOTTI (509) 453-8281 CITY OF YAKIMA VISITOR INFORMATION CENTER ACTUAL AREA 1,680 SF A8.1 INTERIOR ELEVATIONS TYPE V NON RATED A8.2 INTERIOR ELEVATIONS 3303 I STERED • MECHANICAL /ELECTRICAL ALLOW. AREA 12,000 SF A9.1 FLOOR FINISHES _ ��� HITEC MINIMUM PLUMBING FIXTURES A10.1 DOOR & ROOM FINISH SCHEDULES (DESIGN BUILD) GROUP A - 1,228 (USEABLE) /30 SF ° 40.9 ° 0.14 < 1 A10.2 SIGNAGE & MOUNTING HEIGHTS �, 7 j� / PLUMBING FIXTURES: 21 WOMEN /21 MEN A10.3 WINDOW & DOOR TYPES • RR0 - % �,,,,�'� RRO, A10.4 HANDRAIL DETAILS 4 • a ' A10.5 INTERIOR DETAILS t I A10.6 EXTERIOR DETAILS . �;.' s . ` , 4 S1.1 FOUNDATION & FLOOR PLAN COVER i - OR FRAMING = ' }• S1.2 ROOF FRAMING PLAN & MECHANICAL ° �,...; _ ,.., • �.. . , •, ,., •• , - • -r • FLOOR FRAMING PLAN SHEET ' i r ' i , ; .. 11 , , , Ya - .7 7 S2.1 GENERAL STRUCTURAL NOTES `�' 1 � S2.2 STRUCTURAL DETAILS a , , °,.' : ' , � +, '; ,", ,� k: sc 1.°T ,t`;•..�c `s ,.,, s ., S }. , - 1,,' S2.3 ; r t . „ ; , ,r x • ; .. _ ; -_ I �€ � : , ` ,'.., ;.> ' STRUCTURAL DETAILS MODIFIGATIOI�S n ' ...- .i t 4 t t , i t , ? f.-, i _..a , �. � t t iv ' t y: � ; ` M1.1 HVAC P V ,4 4� , ,, :, € , ) 't f ' :' .f 't' ittl'k,xl €,IN 4;: i:. , E J - r, 3Ha `; LAN A 4 t { " ice II i ' „ < = El.l POWER, DATA & COMMUNICATION PLAN a "3 p `'t 'j t „. s '44:',!:e a*# ` .} x 4 ••44 '� P1.0 PHOTOGRAPHS PERMIT APPLIGATiOh � a.},��'`�F` " '• ' ' �' _ .. � tdk4 •,,..�� 3 €F .sue [ .-t- ', x y° �, 3i• ' � ,r ti ,j } 4; � : �. . • , # -� PROJECT TEAM - . € ' � r: �. 74 ( J GITY REVIEW ;��! %;-,, x KATHY OFFEY ' , � : . 's ,_ :. M EY - YAKIMA VISITOR CENTER BUREAU * _Ii'''''',' .. r " p; ( PLAN REVIEW "" SIGNAT ' DATE SHEET NUMBER W. KAY AD ' - bT ENGI EER - DESIGN RENDERING _. „,il ,o_' oz SGALE: N. T.5. SIGNATURE DATE AO • 0 - _. __ \ �, � \ �� \\\\\\ \ / .\ \ \ \ \ ` \ � \ - APPROX. LOCATION OF \ \ •�,F- \ % \ POWER LINE. VERIFY W/ \ . \gip"\ \ \ \ � � \\ \\ SURVEY. N \ \ / "Si ` \ \) I _ \ \ \ \ \ *- - I \, w SS \ „\ \ ' p \ \ 2” CONDUIT FOR TELEPHONE \ ' \ ,\ / b \ � A \ ' �, \, \' \ONLY. QWEST WILL PROVIDE I> \ THE WIRIN61. COORDINATE • o \ \ , \ ` " \\ ` \OGATION AND INSTALL • O p \ ,, ' \ \ ' \ / i \ ` ITN QWEST. GALL 1 -800- 533 -4344 .6 N WS. ` \ \\ \ \ 1 I -_ \C A- /� \ \ :. 13EFORE YOU DIG, cd = 1 \ \ I \ \ \ //- i\ \\ � \ '\ a '____ \ a \% �/ \ \ NOTE ms s \ , \ 'i � EXIST : \; \ v \ `N , \ \ I NG a . \ \� \ \ \ l, / l \ : ASPHALT PO I NI6Gi i � `\ O ` OI - 1. CONTRACTOR TO FIELD VERIFY ALL \ \'\ \ . \I' \ ; \ 1 `\ \'\ \ CONDITIONS $ LOCATIONS OF ALL a \ \ `,\ ,\ \ \ \ Jr.. ,' ,/ \ ' EXISTING, UTILITY LINES. UTILITIT LINES ' \ \ \ \ \ \\ O p \ ‘' ��, �/ •\\ \'. \ \ \ ` \, INDICATED ARE DIAE�RAMATIG NOT H , \ \ \ \ \\ \ \ \� \�� \,,\ \\ .\ • \ �, ACTUAL LOCATIONS. t \ \\ \ \ c , \\ \® \ '`\\ \ ' . , NEW \ \ 2. CONTRACTOR TO FIELD VERIFY \\ \ \ \ \ \\ y \ \ \ A SPHALT PAV I DIMENSIONS OF PROPERTY LINES $ A- . \ \ \ y \ \ \ \ 0 \ :� \ : , \\ \\ \\\=S,, \\ \ UTILITY EASEMENTS PRIOR TO • r•" \ \ ,..,._\\ . \ y \% \ CA , \\ \ ; \ \\� \ \ LOCATING NEW STRUCTURE. NOTIFY \ \\ \ y �\ \ \ \\ \ ARCHITECT WITH DISGREPANGIES. :\ y „ \ \\ \\ \ \ 6AS METER. \ , , F' �L \ y \ \ \., � � \ \\ \ \ 3. ALL UTILITY LINES ARE NOT I , \ . \'\, v 0 '\ I,, CONTRACTOR TO COORDINATE WITH \ q' \ �\ \ \ j \\ LOCAL UTILITY COMPANIES. \ �, ; \ \\ \��%\\ \ \, \ i Cit P ro j ec t \ , ® \ \ \ \ \\ . \ \ / 4. PROVIDE ALL LABOR, MATERIALS. AND \`, \\ ', ` \ \ i \ \ \ hEW �U I LO I h � \ \\ \ INGIDENTIALS FOR A COMPLETE AND \ \ \ u ;� \\> \ \'\ OPERAI3LE ELECTRICAL SYSTEM. THE No: 1936 \ \\ \ \ ;;. \, \ \\\ - �;; 'j CONTRACTOR SHALL COORDINATE \ ;\ \ \ \ , „ \ � \ \ \ \\ \ WITH LOCAL UTILITY COMPANY FOR Federal i p WORKING PHONE AND DATA SYSTEM. \ \ \\ \ / \ `l \ �/ \ \\ \'; \ / THE CONTRACTOR SHALL PERFORM \ \ \ ',,-,-,2:,,, /\ � , , ` \ \ ALL WORK IN CONFORMITY W/ THESE Contract No: \e,0 \' • \ \ \ \ 0 \---- \ REQUIREMENTS WHETHER OR NOT \ i • SUCH WORK IS SPECIFICALLY SHOWN STPE- 1485(017) \ \ II \ \ \ �� \ ON THE DRAWINGS. \ /- \; ; _\ \ \ \ -O \ S. PROVIDE 6,AS SERVICE TO SITE. FOR UNDERGROUND POWER: \ \ \ VERIFY LOCATION. PRO\,(IDE 4 R IA. U. \ \ \_'\ ELEGTRNGAL GO PUIT AND \ % = \ \ \,,s WIRING FROM �ISTIn� �\�� \' \ \�� \ SERV I GE . \GOORD I BATE W/\ \ ,\ ' \ ` J \ P$L AND G 1\Y OF YAK MA . \ \ f b''�*OL \ \ \ \\ `V 4( ' �, SITE L \ \ \ " \ f A. A.c \ \ \ N EW • PARK N6 LOT I \ " r ' \ LI6IaT POLE. PROVIDE .0! z UTILITIES \ \ \ \ • • !I ELEGTRI GAL . � \ \\ I' �� \ \ \. / \ \ \\ f \ ■ % \ \\ \' \ \ \ \ A MODIFICATIONS -G GAS LINE \ \ \ \ \ \S S/ONAL 04C) -W- WATER f 1A I N \ \ \ i \ \ '' PERMIT APPLICATION / % \;`-- \ \ \ E X f ?IRES f & SEWER MAIN \ \, \ \ \ \ \. ® FIRE HYDRANT \ - \\ \ \ \� CITY REVIEW • \ r L I GNT POLE \\ �\ \ \ ; i,,�.r \\ PLAN REVIEW o \ \ \ F O W E I N E R/W 1 ; \ 9 -10 -02 \ \\ \ \ SOFT (VER II nY W/ SURVEY) > \ \ \ \ \ I \ SHEET NUMBER \ \ \ \ »,, \\\ SITE UTILITIES �' LAly \ CD 1 " =.20' \ � c \ \ ,, , \ N \ \\ \ \ \\ u ..,i . • - . \ \ \ , \ \. \ --- V: 1. - "A" - - "1"'"c , \ \ illitCL 2 \ " \ '' i "--7•Std - — ,--- --- ----------------- -.. - -. ----,... -., - ,—.. — — -----,.. - --,-----,... , ri 5 Ct — — — \ \ � } pr,.. �" € �`` '~ � to • Y � ���� --.....4.\\ \ \ \ \ \ �? _ � s t 4 je t ~ ,, 1 5 87" t�b{`V +4 H >- - -- - - - - -- , �O� � -/s /� \`�\ \ \ \ \ , _ \. " \i ce ' _, -)1:;,,4, > 4 o, ,, 1 O • .T - �� " i{\ � •Wr �e \ \ \,\ t l '. 'Fy J � 4PY \1: \ .. w � • 1 -' 4 j \ ,jam` �;-�' ' � ` \ \yam\ \ \ ai } h +`\ t ' i �. _' `, --\ ;. 7 A 1 82 . • • \ � `;\ Ps \ 4 4 eYa k ima , - , rill. . ` •F // • \ \ --1: \ Y , � ti . \y , 0..-s.. �i 1 1.82 _ "'' ' �` �} // \ \ . J \ „. .} } \{ .•._. Exit 3a -- ]µ City Project \F L�� / s \ \\ 'l2 00, 1 , a tioso sc 61 p 20 0 Q Navfe6n ;GDt, r i I' 5� ] ' •,:i No: 1936 'b \ "\ '\ ' , .s: ,..r u• . , t• , a % ,,'r ti .. ei - • \\ '\ \ '\ Federal \ \, \ ` \ \ V I G I N I TT MAP Contract No: \ , � \\ \ \ \ . \ . SCALE : NTS STPE-1485(017) \ \ \ �.• \ \ 3303 R GI TERED R1/ TECT i3 ; \ ` \ �� \ \ \ \ \ \ \ J. R / ARD 100P8 - ROW \ `�� ' \ \ \ STATE OF WASHINGTON PEER S i4apR S • \\,,,‘,‘‘,, •�0 _Y' -.•T_ .\ \ ® , -- \ \ . OVERALL `= __r__ \ SITE PLAN \ \ \ MODIFICATIONS 61ENERAL NOTE: _ ,\`I. •.\ \ \\\,,\,,\\,,,,\ 1. RESTORE ANY DAMAGED EXISTING CONCRETE PERMIT APPLICATION OR ASPI -IALT DUE TO NEW CO STRUGTION. \ \ \ ` 2. RESTORE EXISTING PLANTERS OR PLANTERS \ \" ITT REVIEW DAMAGED DUE TO NEW CONSTRUCTION. \\;‘, \ \\,, \ 3. VERIFY EXISTINRADES, CONTOURS, SETI3AGKS, i\ \ \ \' \ \ \ ' PLAN REVIEW G G EASEMENTS, UTILITY LINES, ETC. PRIOR TO \ \ . \ \ \ \ N \ \ \ GONSTRUGTION. NOTIFY ARGN. W/ DISGREPANGIES. 9 - 10 - 02 — 4. VERIFY ANY STAGING AREAS $ J013 OFFICE LOCATION \ \ '' \ \ \ N SHEET NUMSER W/ OWNER PRIOR TO CONSTRICTION. �\ \ \, •'\ 5. SEE SHEET 03.1 FOR SITE DETAILS. \ \ \ \ �, 5 1 T E P L \ \`• \ �� GALE 1 "= 100 \ A l.1 \\ \ \ . \ . , . . \ \ . , ; I N 5 1/2" RAMP TEXTURE 1/2 R , 2% - V - � I s / v f R 1 Fa CONCRETE SLAB E �..{ z \ ■ PREPARED O LANDSCAPE AREA •/ 1 O 1 O o ilthl IO I ie f• g { _ . 0 B° if) ct ct _ illilit o O - \ 12 ,- t .;: " I II t ,t. �t °° o 1 a 3 ., ( oo d.. No LIP \O I 'a1CI#! , ' a - a 12 ice' ��` I i• 6 1/2 0 1 , ip' 4 4,1, „VI � ∎ o e I O E i' ' . �...1 P 6 „ 3/6" EXPANSION JOINT COMPACTED 4" 5 E f 2" 6" O BUILD PER CITY OF YAKIMA STANDA- •5 Jmm) • r-1 CONCRETE GURt3 GUTTER O HANDICAP RAMP DETAIL CI EDGE OF CONCRETE WALKWAY © . SCALE. 1 - 1/2 "- 1' -0" NOT TO SCALE SAGLE 1- 1 /2 " -1' -O" 6 ASPHALT PAVING 6" NEW CURB BEYOND \J CONCRETE R 1/4" �" R 1/4" City Project SIDEWALK ASPHALTIC CONCRETE PAVING ` 7- 4r • o No: 1936 WITI -I TI- IIGKENED EDGE - i _ Q a \ � EXISTIN GRADE \ i 0 e O ;o :o ASPHALT PAVING o Federal EXISTING • ;•' N .MA .o GRADE •. •. O fi• � ° .•t. • • Contract No: .. •a : d Oz.; .•,, • ,,,,„—% ` V ° � ' o ° '' EXPANSION JOINT O� M n " v D ` \ STPE -1485 017 \ / • 1� 1 `\iU J X170 C COMPACTED BASE 4" S S,f•10 O o 0 m m 0 0 WI . 0 00 IO PO(.." O O 0 r 00 Q o 0 ' 00 0 O O P X 0, 0 0 O0 • 6" MINIMUM 0 �O � 1 ) • = COMPACTED BASE 1' -6" 110 \ 0 / 8” 1 4 8” 1 CONCRETE SIDEWALK ASPHALT PAVING EDGE OF ASPHALT PAVING ASHPHALT PAVING 0 CONCRETE GURt3 © CONCRETE CURS (TYP.) 6 CIVIL SITE SCALE. 1 -1/2 "- 1-0" 4 SCALE 1 - 1/2 "- 1' -O" SCALE 1 -1/2 "- 1-0" 12" DETAILS / PAINT ENTIRE I / BOX, TYPICAL 1 RADIUS AT ALL CORNERS MODIFICATIONS RESER / p • f • D L P VED AP KING GREEN TEXT ff BORDER �� • INTERNATIONAL SYMBOL o PERMIT APPLICATION OF ACCESS PAINTED ON I �4i.., O F WAS , // 4 a PAVING, PER WAG. BLUE SQUARE, WHITE SYMBOL ,�r � 1, � C A s r 11 O CITY REVIEW 4 W HITE BACKGROUND � , 7 ~ SiAiE p5A8EE P MgNC � � \ VAN ACCESSIBLE ✓ i � ALUMINUM SIGN W/ TAMPER , 29619 - RESISTANT 5164N BOARD "'' * E � j � 'i PLAN REVIEW MOUNTING FASTENERS rs S I ON AL 04 9- 1 0 -02 ' 5' -O" ' PARKING STALLS 6 ./ FOR THE DISABLED s ■ 2" GAL-V. STEEL TUBE SHEET NUMBER 1 [EXPIRES J P • I' � ,S r � TYP HANDICAP STALL MARKINGS O VAN AGCE55113LE PARKING �18::1 1 C3• NOT TO SCALE SCALE 3/4 " -V-O" \ 1 -- \ Q NOTE: O o \ b RE STRIPE, RE - PAINT EX61. 1. REFER TO SHEET A2.1 • \ ■ HANDICAPPED STALLS TO FOR DIMENSIONS AND OTHER � - MATGN NEW DIM. (A1.2). INFORMATION. Ct C4 tn 3 \ L I �ll ExI sTIn= ;--+ Q I ,glll III kb 4 SPI-IALT PAV G O O i �l In 3. CIVIL SITE DETAILS ARE INDICATED .. i C.F NL \ IOD \ ON SHEET 41.2 ' 0 a ./(\ E x sr nG . LANDSCAPING n� ` 1""i �� Q A L AnoscAP NG '��♦ ♦♦�'y4 \ i RAMP _ a k te • .�. o � (MATCH EXF�) UP _ 9 0�.�4� .� V�.� a • \ � - !�° '�� .�.�w• l � < . y .�•�•�. V . r . C/) �G \ \ EXISTING ` _ _�liC • ,. 4 P REPARE BEDS FOR LANDSCAPE WORK 6T OTHERS . • ► . y .��.�.�. y .�. y D ���l...•.•...e `\ ASPHALT TO �,_ — � ; �. (LANDSGAPIN6 NOT In CONTRACT) \� \ BE REMOVED ��.�.�.�.�.y.�.yy.��i�.�. _ � ,, DEMO EXG . �' = _ _ � .�.�.0�.�.�.�.�.�.�.�. , :., \ =' + G RB /GUTTER i = �,�.,.,•�.,.,.,.,.,.,.,.,.,. City Project , y , -- _ -,�► ❖. ❖. ❖.•.�. ❖. ❖ No: 1936 ,- _. - - =_= _ . - S u I L D I n6( p• Federal \ � = l ............. vt, s •iiiii � i � i � i � i � i � i � i � i � i � i � . e i . I LANDSGAP I nG .,.,.,.,.,.,.,.,.� , Contract No: \ (MATCH EX6, . 1 �������w�� N , v ve ,i ` STPE- 1485(017) \ C \ .a ' #s ............ C 4 . 4 4 0 \ c o \ AIL ' i D� A NDSCA P I - � � .ii •1 6'= ������������ ` (MATGN, .' :! �i� ° - � !! ►�i�i�i�i�i�i�i�i�i�i�i�. ` ALTERNATE n0 . 5 : DEDUCT =� , .' %O i�i!' �� !��i� ` PARK I n61 LOT WALKS GUREs \ G � . . . .....��.,�...< Z # ............ , j ........�..... #• ,•............ � � = - - _ '' � ` � < ' i � � i � i � i � i � i � i � i � i � i � i � i � i � ` • , - p....... .. .... r ..• i . .. .. ............................. QQ 4 \ �...����... ...... � ............ ............... , ` PARKING LOT STRIPING. PAVING • _ • . • . • . • . • . . • . • . • . • D O • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • . • � , REFER TO SHEET A 2 . 1 FOR DIM. O( ' ' •••••A• .•...•• ........... o.•.•.•.•.•.•.•,•,•,•,•,•,•,•,•,•,•,•,• , , Io. �aZ GRADING • , ':,\'; - -- • • '�i =ie v��* % *,! +! -. li % % % :i % % % . F wASy '� \ `� .. < ♦ �.� ...� a.- v 4.0t4� �► � ..... .�.... ...O..o.... Q !.� �j MODIFICATIONS . ...... ... ...... �L. i ti�i ►v �.i�v...........O . � i....... C C j '\ , _ - - .• I..♦.♦...♦.♦.♦.. ♦..�,�. � O ` ...... .... ..............�.....�.......... 4 7 �• ••••♦ ♦••••••••••••• °••••# +•••• 4•••• 4 4 • PERMIT _ • / ....... .............��....��.......... i s • .. . •...•••.•••0.........•0•..• , �••�• y jy�y��yyy��yy�yy�yy�� •���.���. ���.�.�.�.�.y���.�.�. � , �A � � p 29619 C �} � �.. ...... �.... ...... �...... ,c� ISC GITT REVIEW NEW 3 ASPHALT PAVEMENT , ` ♦♦..♦.♦♦`,..♦.♦ ' OlvAL .•. , �. .� .••.. . .•••.••...0. • , S! • ���������. EXISTING CEMENT CONCRETE SIDEWALK .•.� , - ( Ex PtR ES "/.-1 .! PLAN REVIEW - _= NEW CEMENT CONCRETE SIDEWALK \ ` ������� 4 •���������� N ����� ! a -- - • NEW CONCRETE CURD AND GUTTER • \ , , i - ����<� - SHEET NUM5ER \ `- - NEW PAV ING ,$ GRADING PLAN .,` LIGHT POLE SCALE 1"=20' \ C 1.2 \ • , \ \ �6UW 0 Inra -•..:, K /• \ \ 4) / \ N \ \ / f , • \ / . / \ \ E X I S T I N G , RE- STRIPE, RE -PAIN ECG. f ASPHALT PAV I NEI ® \ \ / I IANDIGAPPED STALL TS . 1 L • MATGN NEW DIMENSION-. \ \ • r „ I 0 0 \ MI +-4 cizi .\ • ' / \ f - • ,.., ‘13 L. 0 \ \ � / ASPNAL ` T PAVInE� cn 7 ,..„,/,,,,,o 0 4 .N,C■ ti:C7 � „ 0` o ' f \.-- ci- ;_i . NEW GUR6 C}� \ !'� ® 0 �: \. FOR DRA I WAGE GUT Q ,� \ °\ o �� RAMP �,-�� e� \ ° \ NEW GUR6, T7P. ` 0 / \ UP. 4.S\ ' 6 I f (MATGN EXISTINGl • • / \ \ \ \ 1 J .` \ \\� \ 1 \ � � ° \ P 61E1�ERAL NOTES: \ ``p \ j ` up / 9. • °% \ 1. LAnDSGAPih61: RELOCATE TREE. \ moo \ � � \ d \ 6 City Project NEW LANDSGAPIN6� TO MATGN Y Pro .\ , \\ \\ \� ,.� \ A 1. 2 \ EXISTIN61 LANDSGAPIN6. 00 © ,� \ `1 N, 9 ® No: 1936 \ \ W I NE I N'F I On \\ ' , o NOTE: \ . \ 11141\ ® ' \ \ \ \ G EMTE R \ 6LD6� \ \ \ TRELLIS NOT SHOWN ON THIS Federal \ \ SITE LA FO G A Ex I �T I n6. \\ \ \ $k, \ \ T FLAN R L RITY Contract No: 51 EWALK NE , \ \ \ \ �\ \ \ \ 5 I.D A LK 0'�\ _ �� .. \ STPE- 1485(017) - UP Iv Ny G WALK EXIS WALK T EX 15T I NG) \ � \ C ARD LOOFBLRROW \ '\ % •\ o Q STATE OF WASHINGTON . gall RACK FILL W/ TOP \ \ \ NEW CURD GUT ENLARGED 6 „ 50IL $ FERTILIZER MIX \ ` \ 3�0 o, ��Q } + \ q o„ o � � \ FOR DRAINAGE SITE PLAN WALKWAY \ - tlt i � - - -- \ \ ,1 � 0 l N N WALKWAY \ AR Nr i E LOT � 0 ` ` ,, , cA \ j \ MODIFICATIONS ,�� I GUR6 /GUTTER \ / \ e �� \I� / / \ PERMIT APPLICATION III mI3 i �` / NOTE 1 \ �� o PROJECT L ALL EETS 5 THE 1 1 7 • \ I o / 5AM ON ALL \5 PER STRUCTURAL, #4 0 \ o " \ / CITY REVIEW 18" O.G. EAGN WAT / \ EDGE OF (U.N.O \ \ / / ASPHALT PLAN REVIEW \ # PLANTER DETAIL 1 \ s \ / / � 9-10-02 \ SHEET NUMBER 51TE PLAN SCALE: 1/4" = 1' -O" A1.2 0 \ /. \ \ / PAR Kin� Lor OD SCALE 1 " =20' y_ \ / LIF�NTInFa Al .2 \ RLDG NORTH \ f _\ \ i-.4 60' -0" 24,_1„ 11' -1 24 7' -0" 12 -0" 11' -0" 11' -0 12' -0" 7 _ : ME : o 1 � ,1 O 1 32" 1 1 1 . 0 ,,,_czt CZt H ADITIONAL. GASEWOR<< v00R ALLOWANCE 3 � � � 101 -1 �� 101 -z) 4-� - ALTERNATE NO. 3 1 MFC,R STONE, TIP. O SCALE: 1/4" = 1' - O" _ > WIN. ABOVE INDICATED ; WIN. ��3OVE NOT INDICATED WIN. ABOVE INDICATED t1 1 A i l 7 — CASEWORK (ALT. N'. 3) > T N CAS EWORK (ALT. 1 ) FOUNDATION V O VENT /WELL O ( (TYPICAL) •� r . BOVE ( ) A2.1 ' WIN. A 0 E •r-4 WI A \ 1 E RAD IUS EDGE A2 1 ' � B V 1 1 r - - � r 81-4" 1' 0" � 1' 0" II r r - - � -1 I a D i E 1 I N I G I E 3 ENTRY $RECEPTION I N G I I N G I 1) , L , L - -J - -J L — - - - 1 I /j 3 ) - - - -', 10 DISPLAY UN I TS 1 1 � (( X3 1 City Project o > ; - I I No: 1936 co ■ ® � ` h I G ,� N G ,� E4 SOFFIT 45OVE o N o '' E6 A c (, 3 , - ARGI 1 ABOVE 31 -01 RETURN AIR Federal ll WRK ( o Will 1 Contract No: WIN. ABOVE INDIGATf =D � 102 E6 r STORY BOARD $ DISPLAY li /�� " ( W IN. ABOVE INDICATED �� N _ STPE- 1485(017) ' iC OFFEE , DyyJJ - _ _ ( vnv� � a BAR '®' . - , - E8 ` � _ s STORE RM. cr., 1D _ — cn \/ OMEN'S , , � , ,'M ' ,5 - , 1 1 = a3oa 1 ► E " E7 ` ® 1 , ' • 106 r a cl REGI TERED ' ; � KI`fGHENETTE Zo ` 104 , , , ; ITE ; ARC LE6IEND 1-1,) ,` 171 ' ' -- ELEGTRI AL I 105 1 / ,S, 1 l' Rf}F. 103 E5`6_ �� �� • PANEL oo ,,, NIC. � •('0 LOOF: BROW STONE V ENEER (" O �'��� O .C�� =� J T WASHIN TON ® 1 �����, — ���i— (������i— (�� ��i = �_ � � �� STATE OF G lip ® WOOD FRAMED WALLS / 1��� WI h . ABO E I ND i�� GATE W ITV= 1 I GATED AM PARTITIONS WOOD FRAMED P RTITI NS 61 METER i� A 0 / \ ELECT METER GRAWLSPAGE (30X30) i. DIMENSION TO CENTER LINE STEEL ATTIG LA AGGESS LADDER DEFUS ED L161—IT GLASS 0 R.R. AGGESS PANEL FINISH EDGIES FLOOR DIMENSION TO FAGS OF STUD (U.N.0) W/ METAL TRIM PLAN 8 - 11 1/2 PROVIDE FLUSH INTERIOR ELEVATIONS T , PULL R 1 I16, E5 (SEE A8.1 - 48.2) MODIFICATIONS 14'6" NIG NOT IN CONTRACT , _ „ " „ , _ „ 12 7 3/4 4 -0 15'-0 3/4 11 11 1/4 16'-4 14 11 WINDOW TYPE SYMBOL PERMIT APPLICATION V (SEE SHEET - A10.3) 60' - GITY REVIEW 61ENERAL NOTES: (V 1. ALL EXTERIOR WALLS ARE 2X6 WOOD FRAMING,. `a a a a PLAN REVIEW 2. ALL INTERIOR WALLS ARE INDICATED AS 2X4 WOOD FRAMING (U.N.0) 9 - 10 - 02 3. ALL 13UTT SIDE DOOR JAM [3S TO 13E 6" GI-EAR TO NEAREST WALL. (U.N.0) 51 NUMEER 4. MOUNT ONE (1) SEMI - RECESSED F.E.G. 0 5' -0" A.F.F. WHERE INDICATED. 5. FOUNDATION VENT /WELL CALCULATIONS ON SHEET A6.2. FLOOR PLAN A ^ 1 6. REFER TO 5I -IEET A9.1 Ft' ROOM FINISH SGHED. FOR FLOOR FINISH INFORMATION. ED SCALE 1 /8" = 1 ' 0" xG • 1 N6L - -- " 1.) \- FRXTURESG�T2�6 PRO IDE E o • r•1 Q o • � T co at N MEZZANINE F.G. PLAN EXIT S16N W/ M FLOOR SGALE 1/8 " =1'0" EMERGENCY LIGHTING 3 PA INT SOFFIT $ TRIM, TYP. GYPSUM 130ARD GEILINE, 3' -0" 0 E ATTIC (30x30) SYS VAULTED - AGGESS DOOR EA. SIDE. a PROV IDE HIN6ES $ _ —I > FLUSH PULL R I h�, _ GG - _, G �• ( • �� I Q 0 D V 7 V V V 7 y V V 0 V V V V V V V v v m 1 1 > OA O A1 OAl '� O CORRELO I (7) PA GYPSUM BOARD a � CEILING SYSTEM RTITIONS 1 a ), Clt Pro ect D A10.5 .. PSUM BOARD 1 1 Y J N , -- E 1 I NG SYSTEM No: 1936 i A Federal O A ( A O A1 OAl • SD ©A1 Q _ o Contract No: r------1 STPE-1485(017) o � o� o� os o5 o5 o� ) CRAWL SPACE I imigi AGGESS A . r w_ ©A ( 3303 REGI TERED I I A in : ,y O GYPSUM GE I L NG ARC ITE ,, J 12FT AFF �� 11 11 ���- - '�� _ . . 4•D LOOF: BROW `�� ��� �� I _ , STATE OF WASHINGTON It_ /04""PP 1- G LOWER GE I L I NE, OVER REFLECTED RESTROOM5, AG ® WOOD FRAMED WALLS 8FT AFF GENERAL NOTES: WOOD FRAMED PARTITIONS CEILING P LA 1. ALL WALL ASSEMBLIES TO EXTEND UP TO UNDERSIDE OF ROOF ■■ 2'X2' GLUE ON ACOUSTIC CEILING TILE -OVER 61W13 MODIFICATIONS OR FLOOR ASSEMBLY, U.N.O., OR INDICATED AS PARTITIONS. 0 6" R ECESSED GAN LIGHT - FIXTURE "A" (NOTE SLOPING CEILING 2. MECHANICAL IS DESIGN BUILD. COORDINATE W/ MECHANICAL A (All CEILING CONDITIONS FOR Al FIXTURES). SUB - CONTRACTOR FOR LOCATIONS OF GRILLES, REGISTERS, 0 4" RECESSED GAN LIGHT - FIXTURE " PERMIT APPLICATION DIFFUSERS $ ALL OTHER MEGI- IANICAL EQUIPMENT. s EXTERIOR WALL MOUNTED LIGHT - FIXTURE "G ". 3. ELECTRICAL CONTRACTOR TO COORDINATE TRACK LIGHTING G CONNECTED TO PHOTO EYE. CITY REVIEW AND DISPLAY LIGHTING SWITGHING WITH OWNER AS WELL GENERAL ROOM LIGHTING AND SWITCHING NOT INDICATED. o INTERIOR WALL MOUNTED LIGHT - FIXTURE "D" D • SMOKE DETECTOR PLAN REVIEW 9 - 10 - 02 O A -LAMP PORGELIN FIXTURE SHEET Num13ER v p p TRACK LIGHTING SYSTEM REFLEGTEP GEILIN6 PLAN SGALE 1/8"=1 A3.1 6 X 12 R.S. DOUGLAS FIR I) 10,0F1`1 TTPE 5 #2 OR I3TR. STAINED. 3/4" ROUTER- . 2 -2X8'5 2 X 4 CLEAR REDWOOD CC3 U STAINED. 1/4" ROUTER. (N)* = NEW GONSTRUGTIOM 7 1- 10' -7" 12' -2" 14' -7" 12' -2" 10-7" 1 '-6" TYPE 2 ROOFING, 15 A DEDUCTIVE ALTERNATE. 1 .1.- -4 O o - iiiiir`, GON RAGTOR TO VERIFY LAYOUT • 1-4 _ . u 1 1 1 ■■ 1 1 I_ 1 1 1 ■■ I 1 1 1 1 1 1 I ■■ 1 1 1 1 1 I •■■ 1 1 I I I 1 1 _ 1 A 1 0.6 TYPE 1 3 ' 1 . 1 � I I I I I 1 1 1 ■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a (NEW) A10.6 _ Q 1 1 1111111111 (N) TILE ROOFINf� m ' _ 1 1 H 1111 111111111111111111111111 11111 11 11 � C � 0 OVER � — _ ___-1 \, 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O _ (N) 13ATTEN FRAMING, - ,TTER J ' �� NL OVER • oWN- 5P -CLIl� -► _1 I I 1 I I 1 1 1 1 1 1 I I 1 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 m 1 1 1 . ■■ L_ L 1 1 1 J 1 1 L L. L 1 I J 1 1 L L I I 1 J J 1 1 L L I 1 1 J J 1 L L L 1 I I J 1 1 L L u " • -*'1e (N) ICE SHIELD ENTIRE i 77-1 �„� SURFACE ■ I ■ V l OVER ; D.S. � • ,{ (n) WOOD DECK • V) OVER (N) MFGR WOOD TRUSSES c VET I I ROOFING TYPE 1 > (SASE 51D) City Project t(L - - -, I a No: 1936 I _ 6'o" TIP. 1 Federal 1 Contract No: TYPE 2 N - I STPE- 1485(017) (NEW) -1 _ ROOFING TYPE 1 (DEDUCT ALTERNATE SID n0. 1) i (SASE 13ID) 3303 REGI TERED J AR /� ITE in ' (N) ARCHITECTURAL COMPOSITE ••• U L' I `I / //% I T - T r r I 1 I 1 Z T r r r I 1 iii �--i - - .1. ' O GOOF: BROW S1-1IN6,LES STATE OF WASHINGTON OVER 11, I I 1 1 1 1 1 1 1 1 1 1 1 1 (n) ICE SHIELD ENTIRE lulu I I I I_ I u u 1 _1 1 I 1 1 L k 1 SURFACE ROOF V VENTS. n 1 n In 1 1 1 1 i 1 1 I i-E 1 i 1 i I i 1 1 :P—fi. OVER 12' -4" 11' -2" i_611 ROOF PLAN (N) WOOD DECK TOTAL- FLOOR: 1,680 SQ. FT. OVER TOTAL AREA OF ROOF: 1,680 SQ. FT. 61ENERAL NOTES: NET # VENTS ASSEUMS 130TI UPPER AND LOWER VENTING, (N) MF6IR WOOD TRUSSES UPPER ROOF VENT = 9 RV 49 ROOF VENTS MODIFICATIONS LOWER ROOF VENTS = 403.2 SQ. IN 1. PATGIN .$ SEAL ANT ROOF PENETRATIONS. NET FREE AREA WITHOUT UPPER AND LOWER VENTS = 1,612.8 SQ. IN COORDINATE W/ MECHANICAL. 1,_4„ 2. CONTINUOUS ROOF VENT c' TILE ROOFIN61. PERMIT APPLICATION RV ROOF VENTS 0 COMPOSITE ROOFIN6, U130: 1,680 5Q. FT. /300 = 5.6 OR 4,515.84 51 ALTERNATE. ....R_ UPPER: 50% = 2.8 SF CITY REVIEW ° z==°;•F SHE " METAL- VENTILLATORS: (2) 6 2.4 SF = 4.8 SF 3. DRAFT STOPS SHALL DIVIDE TIE CONGEALED -R TO LOWER: 5.6 - UPPER = 0.8 SF SPADE INTO APPROXIMATELY EQUAL AREAS PROVIDE LOWER PROVIDED: PI X 3/4R = 1.76 51 X PO = 1.1 SF OF LESS TI-AN 1000 SF. PLAN REVIEW 9 -10 -02 VENTIL.LATOR DETAIL_ SHEET HUMBER SCALE: 1/4" = 1 'ROOF PLAN C9 SCALE 1 " = A4.1 1 +-) A A6 . 1 .A6.2 (�ASER5�p) Ct VENTILATOR, TYP. \` • 0 0 ■ ∎` �- AgIP �� CUTTER LICNTINC v— �A?7' Q � EIFS, TTP. 3 T.O. PLATE illil�i iri • 111111111 11111111 �J!! ! ! ! ______ T O I • Iliilili S o N E NL T . 0 . DR - TR I N 7 !!!:c . i • l � 1i V EN E ER TYP I 1 1 1. m 1 ' I 1 ORlMINlVAMlIlIlENIII■ .'..4 STONE" ?! I . O VENEER. TTP. i 1 R A I I NG1 EA. • — SID FINISN FLR / l - 1l� I = — I + °� ' 1 1 11 C � FINISN FLOOR EIFS FINISN OVER �i "° n P �_______ El l Iy u i I C ONCRETE PLA NTER �iil�' — — — — �i — i - , n • EIFS FINISN I J TOP OF WALK City Project OVER CONCRETE, TIP. PLANTER, TYP . 2 NOTE. II II C No: 1936 TRELLIS SHOWN oiiIIIIIIIIII, NORTl I ELEVAT I ON I A10.4 PARTIALLY NOTE: Rip Federal PROVIDE 5UDCET ALLOWANCE SCALE 1/8 " =1'0" FOR DOORS HARDWARE PER Contract No: SPEGIFIGATIONS STPE - 1485(017) VENTILATOR, TTP. A 6 2 A6 1 3303 E .TERED WO <. I NC VENT, TTP. j Al ITE WATER TABLE TRIM � ' GAP OVER "STONE" �� _ J. ��, 0l0oFau Row ROOF NC STATE OF WASHINGTON ��� �∎ ``� (DEDUCT ALTERNATE NO. 1) T. 0. PLATE `,,� ,.�,���� +� EXTERIOR - i =OOW "iW ELEVATION U U . U -0 U U U U. V U U Q I< U U U 1 U Ir 11 U U U. U U U U. U • - iiiiiiii iil a I Im ' • 111111 E i F , , • • TTP • MC.. ■ .� NORTH /BOUT -I i1.'..4 . �. 1'.. • . . ...0. - • _� — - - MODIFICAT STONE - >'- r! _-d FE ' ��3 ' VENEER. TTP. � - =ii —ir ii —r- , LJ 1 1 1X4 PRE — F I NS I N O PERMIT APPLICATION --a , ,i— , - _-- - ;- -,4- , ° G E D A R . PAINTED. I t- - A7. SIN. ° ' F I N I S P FLR _ L' ° ° °� I CITY REVIEW ■ „ ,_ I , r — PLAN REVIEW CAS METER LATIGE (ALT. SID N0. 4) GONSEALEDLGONDURITW/ 9 -10 -02 2 X 2 CEDAR REDWOOD CONGEALED GONDU I T , J O U T t E I — E V A T I O I I STAINED. .,:�,ail J L_ L L SHEET NUMBER IF SCALE 1/8" =1'0" A5.1 , CI) VENT ILLATOR, TIP. 4.,) >II ��♦ SNUTTER,TTP. ^♦ ROOF DEDUGT ALTERNATE N0. 1) _ I �,� ' - _ ♦ ♦ ♦ DOWN E SPOUT � , ( ■♦ ♦ �• ♦ o �'�iu` % ir / ,,'�� �' ,. . T . O . PLATE r� r� � ♦ ` AMMO* ' � "01„" iiw 7♦ C t i •. 1 i i� ' i . I i I I i MI -- TRELL I 5 3 A10.5 u u . u u u u u u u u u u • IIIIIIII • .:. • . IMIIII ■11 .. • 1 9 0 Q • . 45.2 ; ■■ / : F inns . O r r r r r r r _ ' }Q - i "r7- i= i- 7 - - r� J l A10.4 _ v -- ■■ 4 � r- r ! t -h= 4 -h n STONE n - -�� - -- - ROG -- -- ■� VENEER , TIP. . O - - - - Tr ,� ,� ,i ,� ,i ,i ■,i 1 : 1 ' I] CI g r ■ 1 • I - i II II I II II II I I _r == =A • C4 F I `I I SP FLR • =...1.7.---..;=.-. �. 11� . I - I - - LATICE (ALT. SID DN R 1 : City Project O 4) © LAT I CE (ALT. BID NO. 4) 2X2 CEDAR A7.1 SIM. 1 2X2 CEDAR REDWOOD, Proj STAINED OR EO . 410.4 STAINED OR E0 . No: 1936 v al'1VIoi,,. ��lI1tiIl ,,. Federal EAST ELEVATION WEST ELEVATION SCALE 1/8 " =1'0" lip SCALE 1/8 " =1'0" Contract No: STPE - 1485(017) 3303 - EG . ERED AR' ITECT 41110 J. • C L00FBURR0W STATE OF WASHINGTON 2' -2" / EXTERIOR 3/4" X 3 -1/2" II IiIuIIIIIII I ELEVATION PRE- FINISI -IED CEDAR m,a PAINTED � - EAST/ WEST �, MODIFICATIONS � I �` rA I �1= PERMIT APPLICATION STUCCO FINISH 1 lIiiiiiilII GITT REVIEW SI— IUTTER DETAU S1-- IUTTER DETAIL. SCALE: 3" = 1' - 0" CO SCALE: 3/4" = 1' -0" (4122/) PLAN REVIEW 9 -10 -02 SHEET NUMBER A5.2 +-. rr 1) , ■ CC3 V E r-•� , • O o NOTE: ROOFING, CC3 (ALTERNATE SID) 2X8 TOP PLATE , TYP . 3 6 / I�'�i V p N _.ei1i1 �i� iiil '1�1�i 1 q�/ 1 �1�1�1�1�1�1�i.1�► ►I' , ,�.,;... �y1,�,.I�1�1�1� �1�1�1�1�1�1�1i ..... ��I��1�1�1�1� •�1�1�1�1�1�1�1�1�tb. City Project No: 1936 '' Federal I i Contract No: i ' mi STPE- 1485(017) ° id „ STO RE ROOM ; 2 41O.5 ti I I ` 3303 R . STERED 1 4 0 ■ : I . HIT • ■■ 6W, ► I l j e i 6 'ti , ■■ J. 'ICHARD LOOF:URROW ■ ► z1 STATE OF WASHINGTON .11 o 1' ! .%1 _ _ l a %I FINISH FLOOR • ® BUILDING iu' �V�Vi�le����® �V�V! ��V�VeV�! ��!! ViVsi� �V! r��s! �VVV VVV VV'®' i!I:I�!��i���a�����,l�aI®��,e'! ��V�' ������a! i�����sIs���� '�Iar���!e���iT�YIs � i _ FINISH & APE SECTION CRAWL SPACE MOPIFIGATIONS A7.1 SIM. PERMIT APPLICATION ...) VAPOR RETARDER, TYP. CITY REVIEW PLAN REVIEW 9 -10 -02 A 13U LID 1 N6, 5 E G T 1 ON SHEET NUMBER SCALE 1/4 " =1' 0" A6.1 NOTE: ROOFIN61 rr ) l (ALTERNATE 1310) Cd V 6X8 SEAM E R.S. GORSEL 0 O . 12 '� 6 X8 SEAM SEYOND C t Ct _ '/ - �• ���� i�lyG•� 2X8 TOP PLATE,TYP. � i = r 0 I MECNAN I GAL SPACE I � ; .� _ A DOVE RESTROOMS --- C/) 3 . r - -� 410.5 I '► ! El a ► f di � City Project No: 1936 N 1 '' ■■ A 0.5 1 Federal _ � M . ItA 1 ■ ! Contract No: ■ lil Ell STPE- 1485(017) j ) l j 330 RED STERED E-.4 'I 1 / i F I n I SN FLOOR A/ HITEC AV., 1111 0 1 � All I \ \ - -_- -- -- -- .__ - - --- -- -- - - -- -- ✓\ \- ` J. RICHARD LDS :URRDW " - t -- STATE OF WASHINGTON I_- -3 GRAWL SPAGE - n 1 .I F 1 .. BUILDING 47.1 / SECTION VAPOR RETARDER, TYP. MODIFIGATIONS po 13U I � � I N 6 SECTION E - PERMIT APPLICATION NOTE: GRAWL SPACE VENTILLATION — PER U50 SECTION 2306.7. 1,680 SQUARE FEET OF GRAWLSPACE, DIVIDED 5T 150, EQUALS 11.2 SQUARE FEET (1,613 SQUARE INCHES) OF REQUIRED CITT REVIEW VENTILATION WITHOUT A VAPOR RETARDER. WITH THE (APPROVED) 10 PERCENT ALLOWANCE 162 SQUARE INCHES OF AREA IS REQUIRED. THE FOUNDATION VENT WE SPECIFY 15 NORWES00 MODEL N0. 596037 (A50UT 48.5 SQUARE INCHES OF VENTILATION EAGN), 162 SQUARE INGI -lE5 OF VENTILATION AREA PLAN REVIEW DIVIDED 5T 48.5 EQUALS 4 VENTS (3.4). 6 VENTS IS PROPOSED WITH LOCAL 9 - 10 - 02 JURISDICTIONAL APPROVAL. FURTHER WE SPECIFY FOUNDATION VENT WELLS 5Y NORWESCO3 MODEL NO. 563083 (36X30X24) 50 THE VENTS MAT 5E INSTALLED SHEET NUMSER IN THE CONCRETE FOUNDATION SELOW THE FLOOR INSULATION. A6.2 6W13 2' -0" 101. V `� SNEATNING U.N.O. 1 ' ' _' INSULLATION STOPS � '1 � ' _ � �� � ' ; 3 - 2" DIA. HOLE EA. TRUSS STUCCO SYSTEM �� j�► PPP sPAGE W/ SCREEN • �► • ', ��� ▪ O o i� ROOFING, ll. p ICE SHIELD CI _ SNEATNING PER MF61R Ei � r PREFAB. WOOD TRUSSES NOTE: E 3 ; ' 24 O.G. PER MFGR JAMB SIMILAR Q CHAMFER EDGES i 6,W5/PAINT - R -38 303 FINSIN I'' SEALANT H SOFFIT PANEL 11 J (2/3 T ▪ l O ( N N `•/ PROVIDE FLASPING ►� ' STUCCO SYSTEM 2 6 • V CAULK, TIP. *•- "J" METAL • ,--.4 . X �� WOOD LEDGER FOR TRELLIS (2X6) TOW CULTURED STONE "WATER TABLE" TRIM- ��"� WOOD TRIM, PAINTED WINDOW FRAME WITH City Project RAD EDGE , . SAFETY GLASS y - (ALTERNATE BID) No: 1936 °I - "STONE" VENEER N Federal _ PLYWOOD 51EATI -IING 2X6 WD. FRAMING 0 16" O.G. W N p Contract No: GATT INSUL. - R -21 - STPE- 1485(017) VAPOR BARRIER SCALE: 3 "= 1' -0" 6,W5/PRIME/TEXTURE/PRIME/PAINT 3303 r EGI RED V WINDOW FRAME ARE T WOOD BASE, PAINTED WITH SAFETY GLASS 7j (ALTERNATE BID) g FLOORING PER ROOM FINISH SGNED. J. RICHARD LOOFBURROW 1 T$G DECKING, GLUE $ NAIL SEALANT W/ STATE OF WASHINGTON - - 1/2" AG PLYWOOD BACKING ROD FLOOR JOISTS PER MFGR T i`! 0 16" O.G. OR PER MFGR FLOOR INSUL. - R - 1`1 �� S O E T SYSTEM WALL �� 6 VAPOR BARRIER 2 I = l SECTION wooD STAINED R 2 6 Y MODIFICATIONS ., - - - i - 1 NOTES2„ s - "V 1 _ FOUNDATION DEPTH 24" MIN. 1 � SNEATNING PERMIT APPI ►j = BELOW FINIS GRADE ON FIRM ° UNDISTURBED /COMPACTED SOIL. _ III!IF ° 'L , C ITY REVIEW -"�i�l� UNDER 4 FOUNDATION NEIGNT NO 1 1IIli, REBAR REQUIRED BUT REGGOMMENDED. 1X4 BRIDGE SEE STRUGTURAL IF APPLICABLE. 4' PLAN REVIEW AND OVER STEM WALLS TO NAVE 1 STONE VENEER ® 24 „ O.G. #5 ® 16” O.G. HORIZONTAL $ (LOWER LEVEL) 9 - 10 - 02 VERTICAL $ #5 DOWELLS 0 \ ' 16" O.G. WITH ALL NOOKS UNDER SHEET NUMBER C FOOTING REINFORCEMENT. SILL WALL SECT. FOOTINGS FOR 4' AND OVER WINDOW SIL-L- VAPOR BARRIER FOUND. WALLS TO NAVE (2) #5 3 A7. 1 1 SCALE: 1/2" 1' O" TYP CONTINUOUS. KEEP REINFO. SALE: 3" 3" CLEAR OF SOIL. — i 1) rr Ct V 1 410.5 • E 2 3 ,•O A7.1 j ,' A10.5 E Q t < SL Aft 4 3 1 M -_,_ii T l 4 // A10.5 A7.� A2.1 A10.5 V ° OOL(`i O N �__. C/1 VEWFT / VERIFT CASEWORK (ALT. NO. 3) RADIUS EDF�E \/ City Project ,,,1m11111111lim. WALL E L E V A T 1 ON .. IImIIIIImiI,,,.- „_ , „ E2 WALE =1 0' ION No: 1936 E1 SGALE 1 —1 0 SGA 1/8 " =1'0" Federal Contract No: STPE - 1485(017) 1 3303 REG :.) ERED A10.5 AR ITECT GAN LIGHT. TTP. (5EE REFLECTED CEILING PLAN) 7 3 ; I J. RICHA• I WASHINGTON A10.5 KNOCK DOWN TEXTURE STATE OF WASHINGTON 1 r II I I _ II I I lI lr I( II ) W � Di INTERIOR r I I 1 I li_ iL_II ELEVATION L_ _ I�_ i�_ _ _ I,_ iL _ it_ _ 1 L _ _ A2 A10.5 MODIFIGATIO<yS —�- c2-D �� __ 4 EN ` \ / / / / / � 410.5 �— - - — - R i " — j PERMIT APPLICATION VERIFY P -6° ` T CASEWORK ( ALT . NO. 3) ITT REVIEW ,IIIIIIoIIIIIIII,,.. WALL ELEVAT 1 ON A2.1 TTF. WALL ELEVAT ON E 3 SI .00111IIIIVIm ... SGALE 1/8 " =1' E4 PLAN REVIEW SGALE 1/8 " =1'0" 9 - 10 - 02 SHEET NUMBER A8.1 Alik +-2i 47.1 1 CZ$ V � IE wil. ai, H r-1 Q ° 3 47.1 © 4 ' A10.5 v. I A10.5 \ H \ r-1 GOFFEE POT; (N.I.G.) > I I `./ O , o a o W � m, W N 0 1 I , \ .— —� T Vr /^� t 1 / / - ` O ' I • r.i REFR ( d/W 511�K�' ®0 ® \ � ,n ; � I ® 0 0 PAt.cf 1 OF GM AGT �n N N I 1 ., �_® II. / I , -, \ \ \ \ City Project No: 1936 „�IlmlllliIh . WA L 1_ E L E V A T 1 0 >`I . „,filmmll�„.. WA 1_ ELEVAT 1 ON E6 Federal E5 SCALE 1/4 " =1'0” SGALE 1/4 - 1 0 Contract No: STPE - 1485(017) 6 GANS IN GEILIN6 3303 'Er. .TERED . 6" GANS IN GEILIN61 APOVE SINKS AOVE GOUTE FROSTED GLASS 1 ;/IHIT �, FROSTED F�LASS i 1 / @ RESTROOMS STATE OF WASHINGTON 6 RESTROOMS L1611-IT --\ , _I Q FIXTURE , J 3 0 3 TOILET PAPER TOIL-ET PAPER DISPENSER INTERIOR DISPENSER ■■ , , M IS O R 0/F- ' , (TPD) (TPD) o r 3' -6" 1 4' -6" ELEVATION �� ' 4' -6" � P -LAM \ 6�FIU �P / Fa0I \ , I3AR EAR h' '-o a s= MODIFICATIONS i1i sal itil n ° ® �_ ' 1 N PERMIT APPLICATION o �__ ■� _ N PT ® N N P T N in N N (V l Q - I 2 '-6" 3 '-0" T - 3' 0° P -0" SANITARY 1 II I I I AGGESSIELE NOTE: CITY REVIEW NAPKIN 3" AGGESSIELE t t { NOTE: { DISPOSAL WATER PROVIDE NDU ® ALL FEMALE/ WATER PROVIDE ONE TSGD AT ALL UNIT(NDU) CLOSET CLOSET WATER CLOSET LOCATIONS UNISEX WATER CLOSETS. (W G) PLAN REVIEW (W.G.) PROVIDE ONE TSGD AT ALL 9 - 10 - 02 WATER CLOSET LOCATIONS SHEET NUMEER lallll11llluul,. v 1,�IIII11IrII ,. MAN ' 5 R E 5 T R O O M E7 WOMA1`I 5 R�5TR00 E8 SGALE 1/4 " =1'0" SGALE 1/4 1 A8.2 +-) Ct V E ; L LV 1 Z 3 $--1 - VINYL 0 MEZZANINE R.G. PLAN COO SGALE 1/81 1 0 ATTIC (30X30) AGGESS POOR EA. SIDE. F City Project TRANSITION STRIP, TTP. No: 1936 (SGNLUTER "BRONZE ") Federal Contract No: __ STPE- 1485(017) 3303 � - - � R GI.' RED WALK OFF MAT - , Rl/ ECT E NTRY RECEPTION G - � a ill � GPT 1 PT 1 J. RICHARI LOOFB •0W STATE OF WASHINGTON GPT -1 CARPET DIRECT GLUE _ DOWN FLOOR 0 FINISH M MODIFICATIONS VINIL 1 I VINIU' � � � ' -, � VINYL I VINYL; \ L ` , . ' , PERMIT APPLICATION - o o CITY REVIEW TRANSITION STRIP, TIP. GRAWLSPAGE (30X30) PLAN REVIEW (SGNLUTER : "5RONZE 11) AGGESS PANEL FINISH ED&,ES 9 -10 -02 W' PROVIDE FLOOIR F IN 1 5N FLU SP PROVIDE FLUSH SHEET NUMBER PULL RING SALE 1 /8 1 ' 0" A9.1 CD ROOM FINISH SCHEDULE Visitor Information Center NOTES: PROJECT NO. 02133 10/03/02 U l Ct v 5 . WALLS CASEWORK � O O ���... ///��� � ROOM ROOM FLOOR BASE MATERIAL FINISH CEILING TOP FACE REMARKS • . NO N E S W N E S W TYPE FIN FIN. FIN. _ N 3 *AKRO *AKRO *AKRO *AKRO * AKROTIQUE FINISH SYSTEM O O 101 ENTRY & RECEPTION CP WD GWB GWB GWB GWB PT PT PT PT GWB PT P -LAM P -LAM WALK -OFF MATT @ ENTRY - *AKRO *AKRO *AKRO *AKRO * AKROTIQUE FINISH SYSTEM v_ 102 WORK STATION CP RB GWB GWB GWB GWB PT PT PT PT GWB PT P -LAM P -LAM )—q *AKRO *AKRO *AKRO *AKRO *AKROTIQUE FINISH SYSTEM V O 103 KITCHENETTE CP 6" RB GWB GWB GWB GWB PT PT PT PT GWB PT P -LAM P -LAM •"-I 104 WOMEN'S RESTROOM VINYL 6" RB GWB GWB GWB GWB PT PT PT PT AC P -LAM P -LAM P -LAM WAINSCOT @ W /C'S 105 MEN'S RESTROOM VINYL 6" RB GWB GWB GWB GWB PT PT PT PT AC P -LAM P -LAM P -LAM WAINSCOT @ W /C'S 106 STORE ROOM VINYL 6" RB GWB GWB GWB GWB PT PT PT PT GWB PT City Project ATTIC ACCESS DOORS No: 1936 MEZZANINE VINYL RB GWB GWB GWB GWB PT PT PT PT GWB PT Federal Contract No: STPE - 1485(017) Visitor Information Center 330 RE 1.TERED Project No. 02133 Al 11TE See Specifications for Hardware Schedule _ ' F Y I Verify opening size of existing (EXG) door frames RICHARD LooFaURROW STATE OF WASHINGTON DIMENSION DOOR FRAME THRESH. DR. U.L. DOOR WIDTH HEIGHT THICK TYPE OPEN'G MAT FIN. TYPE MAT FIN. JAMB HEADER SILL GL. RATING REMARKS PT DOOR & 1o1 -1 6-0" 7' -0" 1 -3/4" B PR WD WD 3 WD PT -- DOOR ALLOWANCE ROOM FINISH PT 101 -2 3' -0" 7' -0" 1 -3/4" C S WD WD 2 WD PT -- DOOR ALLOWANCE SCHEDULES MODIFICATIONS 101-3 3' - 0" 6' - 8" 1 - 3/4" A S WD PT 1 WD PT -- B1, L1, S1, M1 PERMIT APPLICATION 104 -1 3' - 0" 6 1 - 3/4" A S WD PT 1 WD PT -- B1, P1, P2, C1, S1, S2, M1 105 -1 3' -0" 6' -8" 1 -3/4" A S WD PT 1 WD PT -- B1, P1, P2, 01, S1, M1 OTT REVIEW 106-1 3' -0" 6' -8" 1 -3/4" A S WD PT 1 WD PT -- B1, L1, S1, M1 PLAN REVIEW 9 -10 -02 SHEET NUMBER A10.1 ..... ..... .... . .. _. _ _ w - . 8" COUNTER SINK 811 COUNTER SINK 8" COUNTER SINK CO HOLES FOR SCREW HOLES FOR SCREW H OLES FOR SCREW -•i••=) HEAD (T7P) HEAD (T7P) HEAD (T7P) r .{ \ + � ?•-� 8" MAX. 1 0 1 0 MAXIMUM VARIES COUNTER -SINK RO OM COUNTER -SINK HOLES FOR SCREW CA PACITY - 5' O" AFF L POLES FOR SCREW . HEAD (TTP) E0 \ / - — . O • PEAD (TTP) ENTRY & 1 81 ct • r-•'1 E � , + KIT CHENETTE (n RECEPTION PERSONS Ct ., .., MEN WOMEN 3/4" RAISE• 3/4" RASE ( 'r 3 LETTERS RAISED RADIUSED LETTERS RAISED RADUSED MIN. 3/4" MIN. 3/4" BRAILLE CORNERS BRAILLE CORNERS RAISED LETTERS RAISED RADUSED RAISED LETTERS RAISED RADIUSED 3/4" RAISE RADIUEED ( - BRAILLE CORN CORNERS BRAILLE CORNERS LETTERS CD O E SURFACE MOUNTED PANEL- SURFACE MOUNTED PANEL- SURFACE MOUNTED PANEL SURFACE MOUNTED PANEL v SIGN TYPE A SI6,N TYPES SI61N TYPE G SIGN TYPED • 1....1 1 1 MOTE . 1,680 SQUARE FEET / 15 (OCCUPANT LOAD FACTOR) O - 112 PERSONS / T-0" / / 1 UFO �1_6n L O U1�10 / 1 / / 7 SIGN. SEE 5164146,E / / • ''� / I // I / SCHEDULE FOR SIZE. TEXT, 6' -O" / I4al- - //-N - - '. '-.� / / j AND LOCATION / / / / City Project \ O ;\ o SEE ALSO INTERIOR VI SITOR INFORMATION CENTE No: 1936 R y J O ELEVATIONS FOR MOUNTING ` � ` \ UNLESS OTHERWISE INDICATED \ \ al LOCATIONS. CENTER 5161NA61E BETWEEN \ CITY COUNCIL MEMBERS Federal ` \ \ DOOR AND WINDOW FRAMES NAMES \ Contract No: STPE - 1485(017 (V TIP. RESTROOM SIGNAGE MOUNTING, TYPIGAI- ROOM SIGNAGE 3303 REGI:T RED SIGNAGE MOUNTING AT DOORS /WINDOWS MOUNTING, DETAIL NAMES (1 ones) ARI , ITEC SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -O" SCALE: 1/4" = 1' -O" LOOFBURROW ARGWTEGTS. ARCHITECT ri ONEERT NAME), GENERAL CONTRACTOR J. RICHARD LOOFBURROW INTERIOR SIGNAGE SCHEDULE ONSERT MONTH $ YEAR) STATE OF WASHINGTON SIGN TYPE TEXT LOCATION BY DOOR NO. SIGNAGE & TYPE A KITCHENETTE 103-1 NOT VERIFY ALL NAMES W/ ARGMTEGT PRIOR TO FABRICATION. STORAGE 106-1 MOUNTING SURFACE MOUNTED PANEL- HEIGHT SIGN TYPE E MODIFICATIONS TYPE B WORKSTATION 102-1 ENTRY &RECEPTION 101-1 PERMIT APPLICATION GITT REVIEW TYPE C WOMEN 104-1 MEN 105-1 PLAN REVIEW 9 -10 -02 TYPED MAXIMUM ROOM 101.1 SI - IEET NUMBER CAPACITY 81 PERSONS TYPE E BRONZE PLAQUE 101-1 A10.2 • WINDOW TYPES GIENERAL NOTES: ) 1 SCALE: 1/4" = 1' - 0" INSULATION I DOOR/WIN. ATION ONLY ly. MULLIONS. 6,W13, PAINTED � N I © 24-1/2" 3" TIP. 2 72 -1/2" 3" TTP. 24 - 1/2 3" TYP. SOUND 13ATTS E 47.1 A7.1 WD. STUDS 0 1 O/0 • .-1 0 p SIMILAR r E4 H I N W OOD T RIM, PAINTED N _ N ill N I, I F\- (ALEXANDRIA NO. ) 3 . 40 0 100. o ■■ 1.11 � ( SMMS r o © ■ ■ 3/4" FRAME W / .� ED co :n . Jr 47.1 o CA - PRIMED W. FRAME A A A I VERIFY City Project WOOP WOOP WOOD CASEWORK (ALT. NO. 3) N No: 1936 POZZI - GA2424 - 11 POZZI - CA3624 - 21 POZZI - CC - 2460 Federal NOTE: DEDUCT ALTERNATE NO. 2 FOR VINYL WINDOWS. IbT• WD. DR. NEAP /JA`/ 3 Contract No: SCALE: 3" = 1' -0" CO STPE-1485(017) • 3303 RE . STERED j AfIHITECT vir' 0• DOOR FRA 'E TIP ES DOOR TTPES GIEINERAL MOTES : ST ATE H OE WASHINGTON , DOOR WIDTN AND NEI6I SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' - 0" 1 PER DOOR SCHEDULE. NT 2. DOOR GLASS (ALL SAFETY) WINDOW & VARIES VARIES VARIES U.N.O. PER DOOR SCHEDULE. ')/4" '•/4" .2" 2 „ 2 „ _ 2 „ a DOOR TYPES I d A1O.3 TNUMS LATGN TYPE LEVER TYPE N HANDLE. HANDLE REQ. MODIFICATIONS - Goo, o o I lr o w°oo aD f jilt . - PERMIT APPLICATION `s, u_ i I 1 1 11 1 , C ITY REVIEW I 0 0 0 0 0 0 0 0 0 0 0 0 ! Ill ` r ct DLE H ' ' ° I `° REMOVA MULLION 13 JD -T ALLOWA • �� , PLAN REVIEW WHERE FINIDN /DR'S •E 9 - 10 - 02 INDICATED ° ° ° ° JJ �° ° ° ° ° ° G JJ b . . ° SHEET NUMBER O WD FRAME © A 13 O A10.3 X . /1t n, . i -- r"N. ,�A��.. - -- 5 1 2 - #5 I ° _ cZ: C VARIES 4 24 „ • rte O , w ° /D'1, 12 " y (73 to N ED61E 0 0 0 L- i — 1 VERIFY 6" SLAB CONDITION ° 1 - 1/2 O.D. PIPE \ O O 0 D o e 8 „ #3 :.G 1 f �l�i NL 0 41 0 1 ,0 4•4 --.4 \ m N 11 ° ° m 0 0 . ..= [ - CD /� #4 0 12" E.W. m • 4 N I \ V1 • m 11 1 • NOTE: \ NEI 6T N R T A OR # To F STE LL,I PROVIDE HANDRAILS City Project ° LL ON 30T1-1 SIDES OF STAIRS AND STEPS AS INDICATED No: 1936 ON TINE DRAWIN61S. } 811 STAIiz Federal — IANDFzAIL_ DETAIL- Contract No: STAB SECTION (TYP) 1 5CALE: 3/8 "= 1' -0" STPE - 1485(017) SCALE= 1 11 _ - 1 3303 RE STERED A ITECT 20' -5" (VERIFY) / J. RICHARD 1.00FBURR•W ,1,' RAMP LEN6ITN STATE OF WASHINGTON / 1211 , EQ. y E Q. E �, EQ. / 6/ 12" / I I i HANDRAIL I � 1 -1/2" O.D. PIPE I I I I DETAILS I 1 1 - I J MODIFICATIONS N - -- -N m __ _ PERMIT APPLICATION GORE DRILL •1$ N m I 61ROUT IN PLAGE CITY REVIEW 11 11 m 11 11 11 .1 11 LL \ LL;; PLAN REVIEW 1 1 11 111 w J 11 �1 I1111 NOTE: 9 -10 -02 ii LL ,, }QAMP CONTRACTOR VERIFY \ 1-1E1611-IT AND DIST. T. FOR 1:20 SLOPE SHEET NUMBER N ANDRAll_ DETAIL- 3 PROVIDE HANDRAILS ON 50T1 SIDES OF STAIRS a SCALE 3/8 "= 1 ON TNEEDR A5 INDICATED A 10.4 i-� 1) +, SCISSOR TRUSS Cr. V Ow- EXTERIOR FRAMING, E • o 61WP. TIP. C � .,� • • p ci,t lovi GW13 a LINE OF c+-I 3 SGI5SOR TRUSS ' RADIUS EDGES O O i 1X4 PAINTED 6 X 8 R.S. DOU61LA5 FIR WOOD TRIM H ,.,‘_ IF \ #2 OR RTR. STAINED. / l i CORBEL, TIP. { 8 3/4" ROUTER. 5 -1/2" GORI3EL TRANSITION 0 City Project SGISSOR TRUSS INTERIOR WALL TRII`' No: 1936 5GALE: 1" = 1' -O" SCALE: 3" = 1' - O" Federal Contract No: NOTE: FULL SGALE DRAWING, OF CORBEL WILL SE STPE - 1485(017) PROVIDED ST ARCHITECT PRIOR TO FAeRIGATION. 3303 RE . STERED A / HITECT 1, i_ �i 3/4" X 5 -1/2" -- , ■ FLAT TRUSS STAINED ALDER J CA 10URROW S TA RI T HRD E OF WA IN 2X4 FRAMIN61 INTERIOR z i \\\j/ LINE OF SCISSOR " ›. GO AIL / 61W5. TIP. 6 8 R.S. DOU6ILAS FIR 5/8" 61W5 MODIFICATIONS ' X El #2 OR 5TR. STAINED. PERMIT APPLICATION \ GORI3EL, TIP. 1 1 GI E 8" 3/4" ROUTER. 5 -1/2" TY REVIEW PLAN REVIEW O R13 EI_ TRANSITION 0 9 -10 -02 FLAT TRUSS INTERIOR WALL GAP DETAIL- SHEET NUMBER SGALE: 1" = 1' - 0" SGALE: 3" = 1' - 0" A10.5 4) 4) 2" l 2 X 6 GLEAR REDWOOD 3' -0" 1 11" 1 �• STAINED. 1/4" ROUTER. i L - 6 X 12 R.S. DOUGLAS FIR _ #2 OR QTR. STAINED. 1' - 4 ", TIP. 3/4 ROUTER. ' CC3 (f) ' 3 -, - 2" ( 8 m _ I O MH v v_- _ _ „......_____ ,______- --__ T ,, 3,, �� <t 4. 1 1 ,, . , , „, 6 p ;-4 ` . , = 3/8” DIA. TI-I- 'OLT W/ WASHER ER iv L/1 ' -„ i 1 6X6 R.S. DOUGLAS FIR ROUTER EDGES TIP. City Project TREE --L-IS DETAIL_ II No: 1936 SCALE: 3/4" = 1' -0" Federal Contract No: STPE - 1485(017) I 6 X 12 R.S. DOUGLAS FIR .3303 #2 OR STR. STAINED. RE 1 TIERED A 3/4" ROUTER. HITECT V / A, 6X6 R.S. DOUGLAS FIR I R J. R ICHARD 100FBURROW PP SIMPSOM CO ` STAT Of WASHINGTON COLUMN f3ASE C1366 1' -3 ", TIP. 2 X 6 GLEAR REDWOOD 4 \ I STAINED. 1/4 ROUTER. � EXTERIOR 3/8 DIA. BOLT DETAILS I � / "DAP" COLUMN SASE INTO WOOD COLUMN 411 MODIFICATIONS - ♦ (2) 2 X 85 PERMIT APPLICATION I .1 �� . 1 0 o. CITY REVIEW I 1 I 1 •, - _.�0 . PLAN REVIEW O C 9 -10 -02 GOL_UMN F3ASE 2 \ TREL_Lo 5 GO1RhE DETAIL -FLAN T I VIEW SHEET NUMBER SCALE: 1 1/2" = 1' - O " SCALE: 3/4" = 1' - 0 " (3 j _ J A10.6 ..__... . ._ _. .. _ _... _ _.. _ µ r _ - - 11 7/8d TJI /PR0350 FLOOR JOISTS @ 16" O. C, r l `J E z • •' O S 2.2 •, 4 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I L 1 1 1 L 1 ', r1 _I_ J_ 1- 1- LJ_ L 1- 1- L�- L1___I_L1 _1- 1- 1- L--1. - 1- LJ L1 -1_{ 1 1 I I 1 I 1 1 1 1 1 1 r 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 I 1 I 1 I 1 1 , , II f 0 0 A ' 11111111111 1 11111111111111111111 r I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 11 1 1 11 1 1 1 1 1 Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 11 1 1 1 1111111111 2 1 1111 1 111111 11 111 1III II III o � —+ 1 1 1 1 1 1 1 1 1 1 1 S 2. 2 1 � 1 1 1 1 1 1 , 1 1 1 1 : 1 4 1 f 1 1 t 1 1 1 1 1 1 I I -1 -r � 1 1 - rT I I - I I - rT I I- _11_LI T1 - T I I - 1 _ r� I - r- I I - I _ r� I I - rT I I - r I I - T I 1 - 1 _ I I -r _ 1 -1-- _ III 1I 1 ■ 1 1 1 r , 1 1 r 1 1 - r r 1 r - 1 r -r 1 _L _ - -4--) SIM. t 1 t r --- 1 t 1 — rt1 — r 1 l r r i i rrt I ti r 1-ri ril r 1 r m rrt — I — i y S ►M. c i i i i i i i i i i i i j i i i i i i i i i i i i i i i i i i i i i i r-�1 40 (1 11111111 1 1 1 2 I l llll l flll l lllll ll l l lll ll ll� 1 R 1 1 1 S2.2 1 1 60 11111111111 1 s2.2 1111 City Project 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 I I 11 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 1 1 II No: 1936 1 T _�- u-1 =1 - 1 i - =T - 1 T-t= TT= I- T�= rT=1=T�= �T-1= T-r = - T t =�T� =r-7 =1 — - - ' 1 1 I 1 1 1 I 1 I 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 , Federal 111111111I111j ;1111111111111111111111111111 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 Contract No: A I YYY Y I 1 1 1 I 1 1 I 1 1 I 1 1 I 1 1 1 I 1 1 1 1 I I 1 1 1 1 I 1 1 1 1 1 1 I I 1 1 I 1 A _ IIIIIIIIIIIII1111 1111111111111 DO I III I A _ 1 _ 1 1 1 I 1 1 I 1 I 1 1 1 I I I 1 I 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 I I I 1 1 STPE- 1485(017) 1 1 1 - 1 - 1 1 -1 1 1 1 -1 j - j T - T 1 1 1 1 1 - r1 - 1 1 1 -1 1 1 1 1 - T" 1 -1 1 1 - 1 - 1 1 1 1 - 1 1 111111111 1111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 AND L 1 • .& J Q $` . i MIA 0,1. 44* 191-a 44111 S2.2 S2.2 S2.2 lc ; _ . . 1. ' SIM. 8" WIDE FND. WALL .o • 16' -0" 28' -0" 16' -0" ,- f G/c man ! " 60' -0" = FDN & FLOOR FRAMING PLAN MODIFICATIONS A\ NORWESCO MODEL No. 396037 FOUNDATION VENTS PERMIT APPLICATION OID FOUNDATION & FLOOR FRAMING PLAN CITY REVIEW SCALE: 1/8" = 1 ' -0" PLAN REVIEW 9 -1 1 -02 SWEET NUM5ER s1.1 • ti I 1 t I 1 1 1/I -1 1 1 1 1 I i 1 1 i 1 1 /r I\ I 1 I 1 1 1 I --- 1 \ ' r --- i- t r r r! - 9 --. -- a - - -xy ! i I I I IIm 1 I I 3 I I I m i I I I I I \ Qx -- L -- � ll Ct V �� I Z,. — T l WINDOW AND DOOR HEADERS (2) 2 "x6 ", ---11r----- 1, 1 1 'Im I I 1 1 S2.3 ( /�/ EXCEPT 6 WINDOW /DOOR (3) 2x10 L ICI I 1, I,, I I I ICI I -- — - - — - - II— 1 1 ' ' I 1 I I _ -- DETAIL ® l' ■ -- 11 - --- -- 'Ny. I I III I I 4 ' ' I I I I I I I as I 1 I ,I �' --- --- -- ,• p I l J � I �, ( I° 1 I i I I I I I i I I °� 1 I ,/I / I r - I ROOF TRUSSES ®24 O.C. 3 1 I� ' co 1 1 'RIDGE' � ' w I -- 1-- - - - - - I 1 - . 6 1- 7 itfl t " N k t fl t t I I I 1 1 1 1 1 I1 � __ - -- I TYP - �� - - --- l a i / i 1 i' i i 1 , 1 I 1 1 1 1 i i i ' i i i\ ° I —� -- N -- T�----- --,=/1 I I I i I I I I I I I I I I I I I I I 1 1 1 - - -1 -- 1 + ►1 1 ' -1- - -- � - - - - -- ' ' r' -- r -- r-- r - -- - - 7 r r -- ' I -' - -r1 1 ' ' ' - - -- -- S2.3 � I ' ' / I I I II I I 1 1 1 1 1 1 1 1 I I 1 I I I I �\ '1 O 1 --- I � -- - - - -1 ' ' ' ') ' ' ' ' ' ' ' ' ' ' ' r--- - -� --- -tea 1 1 L -'7(1 1 1 I 11 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 j x -- te r -- • J'D - -li ' i ( , , i I I i i i i i i i i i i i i i i i i i I -j -- ' ' ' ' ' ' ' ' ' ' ' ' ' 4-: ' ' ' ' ' ' kf HH > -lc- / i 1 1 1 i 1 1 i 1 I I I I I I I I I 1 1 I I 1 I I I 1 1 I � ' � •. City Project 1 No: 1936 8' -0" TYP. 8, -0" S2.3 16' -0" 28' -0" 16' -0" Federal SCISSOR TRUSSES Contract No: ROOF FRAMING PLAN STPE - 1485(017) 4) s ,. ANa/¢ SCALE: 1/8" = 1' -0" 0 . 4" ` c c WA$ 4,• h - . , I. . `S7©NAL ROOF FRAM- ING & MECH. FLOOR PLAN 11 7/8 "d TJI /PR0350 FLOOR JOIST © 24" O.C. MODIFICATIONS 3 PERMIT APPLICATION S2.2 r �-_ 3- -_ I- t _I_.___i_ _t- _I_1_ 1_1_ �_I_i_ .. CITT REVIEW III cy IIII1111IIIIIIIII11 1 1 I ' 1 1 1 1 ' 1 1 1 ' ' ' ' ' 1 1 � 1 1' '' 1 1 1' 1 1 1'' 1' 1 1 1 1 PLAN REVIEW ' I I I 1 1 1 1 I I I 9 -11 -02 N ' 1 1 1 1 1 1 1 ' 1 1 1 1 1 ' ' ' 1 1 1111111111111111 ' SWEET NUMBER '1 � -rl - t r t - I - t -� -P-�t - I t` �...rl ���r - r t - t - r' 16' -3 3/4" 27' -4" 16' -4 1/4" .., T 51.2 ET-11) MEZZANINE FLOOR FRAMING PLAN WINDOW HEADERS (2) 2"x6" (1) GENERAL STRUCTURAL NOTES 4� GENERAL REINFORCING STEEL CCU Co THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS DEFORMED BARS; ASTM A615 GRADE 60 AND SITE CONDITIONS BEFORE STARTING WORK. THE WELDED WIRE FABRIC: ASTM A185 • r--r C) o STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. USE SECURELY TIE IN PLACE WITH DOUBLE ANNEALED 16 GAUGE •,--{ ∎S DETAILS MARKED "TYPICAL" WHEREVER APPLICABLE. CHANGES, WIRE OR APPROVED CLIP. UNLESS OTHERWISE NOTED ON Cid OMISSIONS OF SUBSTITUTIONS ARE NOT PERMITTED WITHOUT WRITTEN THE DRAWINGS, PROVIDED CLEAR EMBEDMENT AT APPROVAL OF THE STRUCTURAL ENGINEER, REFER TO REINFORCING BARS AS FOLLOWS: > E 3 THE SPECIFICATIONS FOR FURTHER REQUIREMENTS. CONCRETE CAST AGAINST SOIL = 3" FORMED CONCRETE AGAINST SOIL = 2" �"'� ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE LATEST SLAB ON GRADE = 2" O (H O - EDITION OF THE UNIFORM BUILDING CODE. a LUMBER -4- i- DESIGN LOADS • SAWN LUMBER; NO. 2 OR BETTER DOUGLAS FIR - LARCH, WWPA V O ROOF LOADS: DEAD LOAD = 20 PSF (TOP CHORD), 5 PSF (BOTTOM CHORD) GRADING RULES. GLU- LAMINATED BEAMS: 24F -8V, DF /DF. LIVE LOAD = 30 PSF (TOP CHORD) NAILING SCHEDULE UNLESS NOTED OTHERWISE PER UBC •I-- FLOOR LOADS: DEAD LOAD = 15 PSF, LIVE LOAD = 100 PSF TABLE 23-11-6-1 BASIC WIND PRESSURE 70 MPH, EXPOSURE "C" PREFABRICATED WOOD TRUSSES • `-4 SEISMIC LOADING PER UBC, ZONE 2B, I = 1.0 MAXIMUM SPACING: 24" 0.0. FOUNDATION TRUSS LOADING UNLESS NOTED OTHERWISE ON THE DRAWINGS: TOP CHORD = DESIGN ALLOWABLE SOIL BEARING PRESSURE = 1,500 PSF. TOP CHORD DEAD LLOAD = 30 City Project BOTTOM CHORD DEAD LOAD = 5 PSF CAST -IN -PLACE CONCRETE TRUSSES TO BE FABRICATED BY A CERTIFIED MEMBER OF THE TRUSS No: 1936 PLATE INS, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: CONFORM TITUTE. THE T PLATE I NSTIITUTENSDTANDARDS. TO Federal FOUNDATION SYSTEMS 3,000 PSI CONNECTOR PLATES SHALL BE 1080 APPROVED WITH A FLOOR SLABS 3,000 PSI MINIMUM SIZE OF 3" x 5 ". TRUSS DESIGN AND ERECTION PLANS Contract No: SLUMP LIMITS: 4" MAXIMUM STATE BE WASHINGTON, BYPROFESSIONAL ENGINEER REGISTERED IN THE STPE-1485(017) CONSTRUCTION TO BE IN ACCORDANCE WITH ACI 318 -89, "PART 2 STANDARD FOR TEST AND MATERIALS" AND "PART 3 CONSTRUCTION * J•WNDAt t , REQUIREMENTS ". a� t i WA o el 1;4114#4 00 PORTLAND CEMENT: ASTM C 150, TYPE I �� _ . _ ,• WATER /CEMENT RATIO (W /C); 0.40 DO NOT ADD WATER ON SITE THAT WILL CHANGE THE WATER CEMENT RATIO AGGREGATES: ASTM C 33� WATER; DRINKABLE `tiONAL ADMIXTURES, GENERAL: PROVIDE ADMIXTURES FOR CONCRETE THAT CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS. GENERAL AIR ENTRAINING ADMIXTURE: ASTM C 260, CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. STRUCTURAL NOTES MODIFICATIONS PERMIT APPLICATION GITT REVIEW PLAN REVIEW 9 -1 1 -02 SHEET NUMBER S2.1 2 "x6" STUDS CO 16" O.C. (L) 7/16" OSB SUB - SIDING 2 "x6" PLATE 8d NAILS ®3" O.C. EDGE 1 1/4" x 11 7/8" TIMBERSTAND RIM JOIST TJI BLOCKING & 12" O.C. FIELD ���ll 1 1/8" T &G PLYWOOD SUB -FLOOR 1 1/8" T &G PLYWOOD SUB -FLOOR Cd V 11 7 /8 "d TJI /PR0350 FLOOR JOISTS @ 16" 0.C. 11 7 /8 "d TJI /PR0350 FLOOR JOISTS ® 16" 0.C. ►� • o "STONE" VENEER Pjalingli— , •� r , CI Cii — z ›`' 3 N O C-1-1 ..... 7 ,<, co 1 "x4" ® 24" 0.C. 1 "x4" ® 24" 0.C. ~ U ;-1 = _ 2 "x6" TREATED PLATE WITH (2) 2 "x6" PLATES II I 1/2"0 x 10" A.B. ® 48" 0.C. F 2 "x6" STUDS ®16" O.C. • r-+ 6" WALL c „ #4 ® 18" O.C. i N 2 "x6" TREATED PLATE WITH 1/2 "0 x 8" A.B. ®48" O.C. I (2) #4 CONT. City Project 0 - No: 1936 Federal co It co Q Contract No: #4 ® 18" O.C. _ = STPE- 1485(017) — (2) #4 CONT. — (2) #4 CONT. -III = I I I s. ANON 2' -0" 1 -6 #4 @ 18" O.C. Q`� % �,4WAs °,). FOOTING - EXTERIOR FOOTING INTERIOR - 1-7 7 �• 0 - 4F ., . . SCALE: 1 =1 0 SCALE: 1 =1 _0 � � �oN , 1 1/4" x 11 7/8" TIMBERSTAND RIM JOIST STRUCTURAL 1 1/8" T &G PLYWOOD SUB -FLOOR 11 7 /8 "d TJI /PR0350 FLOOR JOISTS ® 16" 0.C. DETAILS >< MODIFICATIONS a <> PERMIT APPLICATION EL. 8' - 0" OTT REVIEW _111■11. ! 1 1 BEARING CD (2) 2 "x6" PLATES PLAN REVIEW 5/8" TYPE X GWB 9 - 11 - 02 I 2 "x6" STUDS 16" O.C. 51 NUMBER 7/16" OSB SUB - SIDING -----/V- EXTERIOR WALL INTERIOR WALL 0 MEZZANINE FLOOR FRAMING S2.2 SCALE: 1"= 1 '--0" r 5/8" OSB SUB —ROOF 2 "x6" STUDS ®16" O.C. I) 12 ►�� (I) u 6 (2) 2 "x6" HEADER ,, 2 "x PLATE cE u ROOF TRUSSES ® 24 0.C. tilt E Ct 2 "x8" BLOCKING a 3 2° WINDOW Sc 3° DOOR HEADERS f-1-1 ;--+ EL. 12' -0 - 0 , BEARING SIMPSON H1 ANCHOR 2 "x6" STUDS ®16" O.C. V •� • (2) 2 "x6" PLATES (2) 2 "x10" HEADER VD ill* 2 "x6" PLATE ..-1 Ii� 2 "x6" STUDS AT 16" O.C. City Project / 7/16" OSB SUB — SIDING No: 1936 ________ 6° WINDOW & DOOR HEADER Federal CO ROOF TRUSS BEARING DOOR/WINDOW HEADERS Contract No: SCALE: 1"= 1 '-0" SCALE: 1 " =1' -0" STPE -1485 017 J. AN D . 5/8" OSB SUB —ROOF p'Z` �ti I� R� 4� 5/8" OSB SUB —ROOF 1 2 6 �4, ,�0% V . 12 . 6 ROOF TRUSSES ® 24" O.C. .o , ROOF TRUSSES @ 24" 0.0. � S/Q At e STRUCTURAL 2"x8" BLOCKING \ . /.i. DETAILS '\ I / MODIFICATIONS EL. 12' -0" • W TOP OF BEAM _ — ` � PERMIT APPLICATION j GITT REVIEW PPAIIft 6 "x8" BEAM i....IIIllIllIlltiiii 7 PLAN REVIEW 2' - 0 , 9 - 1 1 — 02 2 "x6" PLATE SHEET NUMBER (2) 2 "x6" STUDS BELOW BEAM ` 7/16" OSB SUB — SIDING 6 "x8" BEAM _____.v..._ SIMPSON A35 ANCHOR 0 CEILING BEAMS S2.3 CEILING RIDGE BEAM SCALE: 1 " =1' -0" 4 SCALE: 1 =- 1 -0 --) 0 . r1) Ct U i E 0 o LE6�END : 61ENEI.AL NOTES : ,_ ••-4 T © THERMOSTAT 1. PROVIDE 8 GAL. ELECTRIC NOT WATER u' Z ® Z NEATER IN MECNANIGAL SPACE ABOVE 3 X SUPPLY RESTROOMS. COORDINATE LOCATION AND ELECTRICAL REQUIREMENTS AND WIDTH O O _ X RETURN LOCATION OF DUCTWORK. - (z EXHAUST -1�1— ) MEZZANINE PLAN �j STEEL ATTIC 19 5GALE 1/8" =1 -4-) • ACCESS LADDER L/] . : 0 City Project No: 1936 X X X x X x- Federal X / Contract No: STPE - 1485(017) x x x x x x T El - / ® HVAC , o' PLAN r A ' re -" ii k. _Er_ _, 1 r A .___) _i _.= hai c' A 0 ; � aF WASy„� MODIFICATIONS EXHAUST FAN F 1 r AN C, � W/ TIMER SWITON W /NTIJMERSWITGH II ° I II II y . � ► 2 t " V A G P l — 1 ' PERMIT APPLICATION STEEL ATT I G " • ACCESS LADDER CID 2 ' SCALE 1 /8" = 1 ' 0" -0 2 ' RF'GI�Ep CITY REVIEW S ' /ONAL O' - EXPIRES // • / 7 . D3 I PLAN REVIEW _____ 9 -10 -02 SHEET NUMBER M1.1 • • _„ 4) CU Ct MEZZANINE PLAN , c� c .� 3 STEEL ATT I G SCALE 1/8' f-4- -.1 ;., ACCESS LADDER O TELEPHONE /DATE FOR G NOTES LEGEND: n Y-- MEGN. IF REQUIRED. LEGEND - -....4 1. ALL RECEPTACLES ARE NOT PLACED AT 16" OF TOP FROM THE QP DUPLEX ELEGTRIGAL OUTLET ,...., FINISHED FLOOR. COORDINATE WITH OWNER FOR DISPLAY GASES. < DATA/ GOMMUNIGATION OUTLET • '" 1 COORDINATE OUTLETS ALSO LOCATED 5ENIND DISPLAY 'OARDS. CA • TELEPHONE OUTLET 1"4 2. PROVIDE 2 "SWITCHED" A -LAMP FIXTURES AND PROVIDE 2 SMOKE DETECTOR "SERVICE" DUPLEX ELEGTRIGAL OUTLETS IN MECHANICAL �sD K SPADE A5OVE RESTROOMS. c THERMOSTAT City Project 3. PROVIDE ELECTRICAL WORK FOR NVAG UNITS. COORDINATE WITH REQUIREMENTS OF NVAG SYSTEM. NO. 1936 " 4. PROVIDE POWER AND TIMER SWITGN FOR EAGN RESTROOM AND KITCHENETTE. Federal Contract No: STPE - 1485(017) lit 0) 0) 0) 0) E! IT _N / dI 411 411 411 1 1 ER -E LI•HTI °- I I , 1 NOTE: EMER61ENGT LI611-ITIN61 AND LOCATIONS DESI6IN 13UILD 13T ELECTRICIAN AND APPROVED 1ST LOCAL JURISDICTION. POWER . (b • lit lit POWER, DATA & ni-4- • COMM. PLAN MODIFICATIONS 111 O ` QI 111 111 111 111 111 111 111 111 P - - 0 A�� II * i iii 11 tlf _ 11) � A C — - �' _ PERMIT APPLICATION 1 4 X 41 i 6. i -_ ELEGT''1 + • � lb 3 111 9 i _ _ _ , E T N W/ PANEL ,: '-, . , GIT ( REVIEW EM' 1- 161-161-ITS A 29619 �_ 111 9 Il ls C i iii ,, =,�,i �Vi =, 111 �p 4 ClST FRS PL-AN REVIEW 6,A5 METER 9 -10 -02 ELECT . METER l EXPIRES. M/70. p3 SI -IEET 1UMI3ER POWER, DATA $' GOMMUN I GAT I ON PLAN 5GALE 1/8" =1'0" E 11 � 4 ry_;pw ' Y ..�-- .. .. ( '' _:T �",� ‘.7...*'''' i . • : ,., r" =.. • ;K� ce vw L : :. O O , �.' - � ,. � a t ear 11/4.61 •,1.,� r • y, V I , "r � �: Q ,. .� r; 0 O Q A-) __ > 4,. . PHOTOGRAPH NO. 1 PHOTOGRAPH NO. 2 PHOTOGRAPH NO. 3 o SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. • City Project M: t; No: 1936 �; . ~:new' ` Contract N r ` ,. No: STPE - 1485(017) PHOTOGRAPH NO. 4 PHOTOGRAPH NO. 5 PHOTO GRAPH NO. 6 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T. PHOTO- r GRAPHS 'n; , /O - V•pL MODIFIGATIOMS A � � � � 'i .�� ;' i ! ta \ ��_§ V of wnsy� PERMIT APPLIGATIOh � � � - 4 `� tic 4 ci �+ GITT REVIEW .0 29619 + R F C�S - r te PLAN REVIEW x .: � rs /ONAL O 9 -10 -02 I EXPIRES II-11-05 SHEET NUMBER PHOTOGRAPH NO. 7 PHOTOGRAPH NO. 8 SCALE: N.T.S. SCALE: N.T.S. P 1 O