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2000-060 SR 82 Yakima Gateway Wetland Mitgation Agreement with Metal Benders, Inc.
• N,,,,,,i"1„, .,,,-,-,,,,,, ,,, -''''''''''''''''''''''''''''''''''''''''''''-- L '''' Y. - .„,..:,„,,.....", o -1_6 _....._ aKlm 0 E ngineer i n g Divisi Proje ct GATE WAY ___ y _,......„,:,:.,,..,,, A, D MITI GATION „,. waiA SR 8 A TEWAy A _ T 47 Project l� ®. City Pro. TH3 . 8 ect No° 9-E-180(001)-3 A.,4 ,44 01144,V#4'W.)44,-, 'af .k; 044304,445Mf. Vri:i., .i.f,v;;4,:ils' . tik:14,10:;19:07,V41. r.,;i4 -11\ *' VOX • , i 0 1., . 2 • '.1.4.4, 1 . . -- -',' '"*;f00 ,,;#4.0-1,,A, A /Ali% ,.. 10414:,:;', ,,:' j•-•; r.-fra a '';', 40?) 4 :::: C onstruction Contract S 129 North Second Street Spec i fic ations - 1_,„,..ca 0... B "Likillb ix, .:,4 Docu me nts iti "iCB ( Yakima, WA 98901 eet "L gA. ' - , -Rie :Fo+axne PithgT.,”- J7 02 a 2,0,,,, ''' r 0,---4Ar,,Tp:. --- A mwr,, , - ' , , .4.,,f0. ,M,(#141' , '''4:zalr,,,,,,,,,._, L ) 576-6305 BID SUMMARY ENGINEER'S Metal Benders Inc - dba MBI Inc Blue Fox LLC Grade, Inc. Out West Landscape & Irrigation SR 82 YAKIMA GATEWAY WETLAND MITIGATION ESTIMATE 1008 North 9 Avenue 500 North Wildwood Road PO Box 231 PO Box 1805 Yakima, WA 98902 Wapato, WA 98951 Woodinville, WA 98072 Woodinville, WA 98072 ITEM ITEM ITEM UNIT UNIT UNIT UNIT UNIT NO. ITEM DESCRIPTION UNIT OUANT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 1 MOBILIZATION LS - - - 10,000.00 8,500.00 5,710.00 10,000.00 6,000.00 2 MAINTENANCE AND PROTECTION OF TRAFFIC LS - - - 1,500.00 1,000.00 1,172.00 4,100.00 800.00 3 CLEARING AND GRUBBING LS - -- 5,000.00 1,800.00 828.00 17,300.00 4,000.00 4 CLEARING LIMITS FENCE LF 460 1.50 690.00 2.00 920.00 2.88 1,324.80 3.00 1,380.00 2.00 920.00 5 WETLAND EXCAVATION INCLUDING HAUL CY 5,826 14.00 81,564.00 4.00 23,304.00 3.64 21,206.64 4.20 24,469.20 10.50 61,173.00 6 SEEDING, FERTILIZING, MULCHING, AND TACKIFYING LS - - - 1,500.00 2,500.00 2,832.50 1,500.00 1,645.00 7 STRAW MULCH BALE 70 6.00 420.00 7.00 490.00 6.80 476.00 5.00 350.00 15.00 1,050.00 8 STABILIZED CONSTRUCTION ENTRANCE EA 1 3,600 00 3,600.00 850.00 850.00 1,817.00 1,817.00 3,000 00 3,000.00 2900.00 2,000.00 9 TEMPORARY WATER POLLUTION /EROSION CONTROL EST 1 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 10 TOPSOIL TYPE 'C' INCLUDING PLACEMENT AND COMPACTION CY 826 20.00 16,520.00 15.00 12,390.00 22.40 18,502.40 13 00 10,738.00 19.10 15,776.60 11 PSIPE SMALL - FRUITED BULRUSH EA 1,230 3.00 3,690.00 2.28 2,804.40 5.10 6,273.00 3.09 3,800.70 3 15 3,874.50 12 PSIPE BEAKED SEDGE EA 732 3.00 2,196.00 2.28 1,668.96 510 3,733.20 3.15 2,305.80 3.15 2,305.80 13 PSIPE SLOUGH SEDGE EA 732 3.00 2,196.00 2.28 1,668.96 5.10 3,733 20 3.05 2,232.60 3.15 2,305.80 14 PSIPE INFLATED SEDGE FA 732 3.00 2,196.00 2.28 1,668.96 5.10 3,733.20 4.05 2,964.60 3.15 2,305.80 15 PSIPE TUFTED HAIRGRASS EA 732 3.00 2,196.00 2.28 1,668.96 5.10 3,733.20 432 3,162.24 3.15 2,305.80 16 PSIPE WOOLGRASS EA 1,230 3.00 3,690.00 2.28 2,804.40 5.10 6,273.00 3.85 4,735.50 4.40 5,412.00 17 PSIPE HARDSTEM BULRUSH EA 498 3.00 1,494.00 2.28 1,135.44 5.10 2,539.80 3.09 1,538.82 3.20 1,593.60 18 PSIPE BLUE WILDRYE EA 732 3.00 2,196.00 2.28 1,668.96 5.10 3,733.20 4 32 3,162.24 4.10 3,001.20 19 PSIPE NOOTKA ROSE EA 138 6.00 828.00 20.33 2,805.54 5.10 703.80 13.90 1,918.20 15.35 2,118.30 20 - PSIPE RED - FLOWERING CURRANT EA 138 6.00 828.00 20.33 2,805.54 5.10 703.80 14.50 2,001.00 15.35 2,118.30 21 PSIPE OCEAN-SPRAY FA 138 6.00 828.00 20.33 2,805.54 5.10 703.80 13.95 1,925.10 15.35 2,118.30 22 PSIPE BLUE ELDERBERRY FA 138 6.00 828.00 20.33 2,805.54 5.10 703.80 14 50 2,001.00 15.35 2,118.30 .. 23 PSIPE COYOTE WILLOW EA 189 4.00 756.00 20.33 3,842.37 5.10 963.90 10.40 1,965.60 4.75 897.75 24 PERMANENT SIGNING LS - -- 200.00 600.00 293.25 1,500.00 750.00 25 PERIMETER WIRE FENCE LF 530 10.00 5,300.00 9.72 5,151.60 13.80 7,314.00 12.25 6,492.50 13.20 6,996.00 26 SPILL PREVENTION PLAN LS - -- 1,000.00 800.00 241.50 9,100.00 1,500.00 27 GRAVEL ROAD RESTORATION LS - - - 7,000.00 10,000.00 8,607.25 3,500.00 13,500.00 28 CHAIN LINK FENCE, TYPE 4 LF 230 10.00 2,300.00 8.00 1,840.00 6.90 1,587.00 12.25 2,817.50 8.00 1,840.00 SUBTOTAL _ $162,516.00 $102,299.17 $111,443.24 $131,960.60 $152,426.05 STATE SALES TAX (7.6 %) $12,351.22 $7,774.74 $8,469.69 $10,029.01 $11,584.38 TOTAL $174,867.22 $110,073.91 _ $119,912.93 $141,989.61 $164,010.43 ENGINEER'S REPORT ,> CITY OF YAKIMA 1�v o 4./4,4m T L AWARD MADE BY CITY MANAGER Competitive bids were opened on February 12, 2002. All bids have been reviewed by this office. AI f= r:1. L. Oa i.ZD C,-4S / 11 SR 82 YAKIMA GATEWAY WETLAND MITIGATION , lif702- 11,44: ,11�i ����� PROJECT NO. 1847 ATE P • OJECT EN R t l DATE CITY MANAG ��" DATE. FEBRUARY 12, 2002 Page 1 011 4 Huihregtse, Lomita!' Associates, Inc. Lomita!' CM. ENGINEERING LAND SURVEYING PLANNING 4 -6-7;ij / SP t s f V �$ ADDENDUM NO. 1 To the Contract Provisions for FEB 20.2 CITY OF YAKIMA, WASHINGTON SR 82 Yakima Gateway Wetland Mitigation HLA Project No. 98113 City Project No. 1847 BID OPENING: February 12, 2002 2:00 p.m. To the attention of all bidders for the above project: The following additions, revisions, and /or modifications are made to the Contract Documents, Plans, and Specifications for this project: ITEM 1 - Specifications, Proposal Bid Sheets, Pages 144, 145, 146. Use the attached new proposal bid sheets, pages 144, 145, 146, for bid submittal. The revised proposal sheets contain a bid item for Chain Link Fence, Type 4. ITEM 2 - Drawings, Sheet 3 of 6. The cut slope designations of 5:1 and 3:1 are horizontal to vertical (H:V) ratios. End of Addendum No. 1 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 Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. P(0/ fr uvz- Dennis J. Whi r, PE Date Huibregtse, Lou an Associates, Inc. 801 North 39 Avenue Yakima, WA 98902 Phone: (509) 966 -7000 wetlands.addenduml.wpd 1 ITEM PROPOSAL BID SHEET SR 82 YAKIMA GATEWAY WETLAND MITIGATION CITY OF YAKIMA PROJECT No. 1847 ITEM PROPOSAL ITEM QTY UNIT UNIT PRICE AMOUNT NO. PAYMENT SECTION DOLLARS DOLLARS 1 MOBILIZATION LS LS 1 -09.7 2 MAINTENANCE AND PROTECTION OF TRAFFIC LS LS 1-10.5 3 CLEARING AND GRUBBING LS LS 2 -01.5 4 CLEARING LIMITS FENCE 460 LF 1 -0715 SP 5 WETLAND EXCAVATION INCLUDING HAUL 5,826 CY SP 2 -03.5 6 SEEDING, FERTILIZING, MULCHING, AND TACKIFYING LS LS SP 8 -01.5 7 STRAW MULCH 70 BALE SP 8-02.3(8) A 8 STABILIZED CONSTRUCTION ENTRANCE 1 EA SP 1 -07 9 TEMPORARY WATER POLLUTION/EROSION CONTROL 1 EST. 2,000.00 2,000.00 SP 1 -07 15 10 TOPSOIL TYPE 'C' INCLUDING PLACEMENT AND COMPACTION 826 CY SP 8 -01.5 Z:WAN \SPECS\98113 -YK -YG W M.wpd 144 ITEM PROPOSAL ITEM QTY UNIT UNIT PRICE AMOUNT NO. PAYMENT SECTION DOLLARS DOLLARS 11 PSIPE SMALL-FRUITED BULRUSH 1,230 EA SP 8-02.5 12 PSIPE BEAKED SEDGE 732 EA SP 8-02.5 13 PSIPE SLOUGH SEDGE 732 EA SP 8-02.5 14 PSIPE INFLATED SEDGE 732 EA SP 8-02.5 15 PSIPE TUFTED HAIRGRASS 732 EA SP 8-02.5 16 PSIPE WOOLGRASS 1,230 EA SP 8-02.5 17 PSIPE HARDSTEM BULRUSH 498 EA SP 8-02.5 18 PSIPE BLUE WILDRYE 732 EA SP 8-02.5 19 PSIPE NOOTKA ROSE 138 EA SP 8-02.5 20 PSIPE RED-FLOWERING CURRANT 138 EA SP 8-02.5 21 PSIPE OCEAN-SPRAY 138 EA SP 8-02.5 22 PSIPE BLUE ELDERBERRY 138 EA SP 8-02.5 ZAJAN\SPECS\98113-YK-YGWM.wpd 145 ITEM PROPOSAL ITEM QTY UNIT UNIT PRICE AMOUNT NO. PAYMENT SECTION DOLLARS DOLLARS 23 PSIPE COYOTE WILLOW 189 EA SP 8-02.5 24 PERMANENT SIGNING LS LS SP 8-21.5 25 PERIMETER WIRE FENCE 530 LF 8-12.5 26 SPILL PREVENTION PLAN LS LS 1-07.15 SP 27 GRAVEL ROAD RESTORATION LS LS 4-04.5 28 CHAIN LINK FENCE, TYPE 4 230 LF 8-12 SUBTOTAL 7.6% STATE SALES TAX TOTAL ZAJAN\SPECS\98113-YK-YGWM.wpd 146 City of Yakima SR 82 YAKIMA GATEWAY WETLAND MITIGATION City Project No. 1847 a .. - P ) -•o� �, iep' � mo . GISTEg �� U -IONAL , t I EXPIRES 19, 2002 4t Huibregtse, Lowman Associates, Inc. CIVIL ENGINEERING • LAND SURVEYING • PLANNING Z:WAN \SPECS\98113 -YK -YG W M.wpd 1 CONTENTS CITY OF YAKIMA SR 82 YAKIMA GATEWAY WETLAND MITIGATION City Project No. 1847 SECTION PAGE INVITATION TO BID 4 STANDARD SPECIFICATIONS Standard Specifications 6 Amendments to the 2000 Standard Specifications 7 CONTRACT PROVISIONS Special Provisions 64 City of Yakima Special Provisions 78 1 -01 Definition and Terms 78 1 -02 Bid Procedures and Conditions 79 MBE/WBE Form - 5/95 81 1 -03 Award and Execution of Contract 85 1 -04 Scope of the Work 85 1 -05 Control of Work 85 1 -07 Legal Relations and Responsibilities to the Public 86 1 -08 Prosecution and Progress 88 1 -09 Measurement and Payment 90 1 -10 Temporary Traffic Control 91 2 -02 Removal of Structures and Obstructions 93 2 -03 Roadway Excavation and Embankment 93 4 -04 Ballast and Crushed Surfacing 94 8 -01 Erosion Control and Water Pollution Control 95 8 -02 Roadside Planting 97 8 -12 Chain Link Fence and Wire Fence 101 8 -21 Permanent Signing 103 9 -14 Erosion Control and Roadside Planting 103 9 -28 Signing Materials and Fabrication 105 Z:\JAN \SPECS\98113- YK•YGW M.wpd 2 Contract 109 Performance Bond 111 Informational Certificate of Insurance 113 Informational Additional Insured Endorsement 114 Minimum Wage Affidavit 115 PREVAILING WAGE RATES Prevailing Wage Rates 116 (State Wage Rates Attached) PROPOSAL Proposal Form 143 Item Proposal Bid Sheet 144 Bid Bond Form 147 Non - Collusion Declaration 148 Nondiscrimination Provision 149 Subcontractor List 150 Women and Minority Business Enterprise Policy 151 Council Resolution 152 Affirmative Action Plan 153 Proposal 158 Bidder's Check List 159 PLANS & DETAILS Z.WAN \SPECS\98113 -YK -YG W M.wpd 3 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 February 12, 2002, and then be opened and publicly read for the construction of: SR 82 YAKIMA GATEWAY WETLAND MITIGATION CITY OF YAKIMA PROJECT No. 1847 This project consists of the furnishing of all labor, materials, and equipment required for the construction of approximately 1.3 acres of new wetlands area located adjacent to the Yakima Greenway Pathway. The work consists of excavation, dewatering, placement of topsoil, planting of the specified plant materials, fencing of the site, gravel road restoration, and maintenance of the new wetlands area for a one -year period. 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 $30.00 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 February 6, 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 reserves the right to reject any or all bids and proposals. DATED this 23r day of January, 2002. Karen S. Roberts City Clerk PUBLISH: January 28, 2002 January 29, 2002 Z:WAN \SPECS\98113 -YK -YG W M.wpd 4 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2000 Standard Specifications STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2000 Standard Specifications Z: WAN \SPECS\98113- YK -YGW M.wpd 5 STANDARD SPECIFICATIONS The 2000 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. 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 2000 Standard Specifications for Road, Bridge, and Municipal Construction will apply to this Contract. INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2000 Standard Specifications for Road, Bridge, and Municipal Construction (English). Z:UAN \SPECS \98113 -YK -YG W M.wpd 6 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2000 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. SECTION 1 -01, DEFINITIONS AND TERMS June 26, 2000 1- 01.2(1) Associations and Miscellaneous This section is supplemented with the following: FOP Field Operating Procedure WAQTC Western Alliance for Quality Transportation Construction SOP Standard Operating Procedure SECTION 1 -02, BID PROCEDURES AND CONDITIONS August 6, 2001 1- 02.8(1) Noncollusion Declaration In the first sentence of the second paragraph, the reference to "23 CFR Part 635.107(i)(1)" is revised to read "23 CFR 635.112(f) ". In the third sentence of the second paragraph, the reference to "23 CFR Part 635.107(i)" is revised to read "23 CFR 635.112(f)(1) ". 1- 02.4(1) General The first paragraph is revised to read as follows: The bidder shall carefully examine the bid documents as defined in Section 1 -01.3. Submittal of a bid shall be conclusive evidence that the bidder has made these examinations and understands all requirements for the performance of the completed work. The bidder further warrants, agrees, and acknowledges by submitting a bid that it: 1. Has taken steps reasonably necessary to ascertain the nature and location of the work; 2. Has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to: Z:WAN\SPECS \98113 -YK -YG W M.wpd 7 a. conditions bearing upon acquisition, transportation, disposal, handling, and storage of materials; b. the availability of labor, materials, water, electric power, and roads; c. uncertainties of weather, river stages, tides, or similar physical conditions at the site; d. the conformation and condition of the ground; e. the character of equipment and facilities needed preliminary to and during work performance; and f. the site biological hazards and associated physical hazards. 3. Has satisfied itself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the work site (including material sites) as well as from the bid documents and other information made a part of this contract; and 4. Has satisfied itself as to the adequacy of time allowed for the completion of the physical work on the contract. SECTION 1 -04, SCOPE OF THE WORK February 5, 2001 1 -04.4 Changes In the third paragraph, "B" is revised to read as follows: B. When an item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. For the purpose of this section, an item of work will be defined as any item that qualifies for adjustment under the provisions of Section 1 -04.6. This section is supplemented with the following: 1- 04.4(1) Minor Changes Payments or credits for changes amounting to $5,000 or less may be made under the bid item "Minor Change." At the discretion of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in Section 1 -04.4, Changes. The Contractor will be provided a copy of the completed order for Minor Change. The agreement for the Minor Change will be documented by signature of the Contractor, or notation of verbal agreement. If the Contractor is in disagreement with anything required by the order for Minor Change, the Contractor may protest the order as provided in Section 1 -04.5. Payments or credits will be determined in accordance with Section 1 -09.4. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the total bid by the Contractor. SECTION 1 -06, CONTROL OF MATERIAL August 6, 2001 1- 06.2(1) Samples and Tests for Acceptance In the first paragraph, the last sentence is revised to read: Z:WAN \SPECS\98113- YK -YGW M.wpd 8 Samples not taken by or in the presence of the Engineer will not be accepted for test, unless the Engineer permits otherwise. In the fourth paragraph, the last sentence is revised to read as follows: The Engineer will respond in writing within three working days of the receipt of the Contractor's written communications. In the fifth paragraph, the first and second sentences are revised to read as follows: All field, laboratory, and materials testing by the Engineer will follow methods described in the contract documents or in the Washington State Department of Transportation Materials Manual, using qualified testing personnel and calibrated or verified equipment. The following provisions will apply when the Contracting Agency uses the specifications or methods from the sources named below: The fifth paragraph is supplemented with the following: WAQTC - Western Alliance for Quality Transportation Construction. The WAQTC designation number refers to this alliance's latest adopted or tentative standard. The standard or tentative standard in effect on the bid advertising date will apply in each case. The Contracting Agency will consider them as in effect 60 calendar days after publication. Copies of any separate WAQTC testing method may be obtained from: The WSDOT Quality Systems Manager, Field Operations Support Service Center, Materials Laboratory, PO Box 47365, Olympia, Washington, 98504 -7365. SECTION 1 -07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC August 6, 2001 1 -07.4 Sanitation This section, including title, is revised to read as follows: 1 -07.4 Sanitation 1- 07.4(1) General The Contractor shall provide employees with all accommodations required by the State Department of Social and Health Services and other agencies. These accommodations shall be kept clean, neat, and sanitized, and shall not create any public nuisance. The Contractor shall keep all camp sites clean, burn or properly dispose of all refuse, and leave each site in a neat and sanitary condition. - This section is supplemented with the following: 1- 07.4(2) Health Hazards Biological hazards and associated physical hazards may be present in the worksite. The Contractor shall take precautions and perform any necessary work to provide and maintain a safe and healthful worksite in accordance with applicable laws. Payment for work necessary to provide and maintain a safe worksite will be incidental to associated items of contract work unless the contract includes provisions to the contrary. Z:\JAN\SPECS\98113 -YK -YG W M.wpd 9 1 -07.8 High Visibility Apparel In the second paragraph, (1) is revised to read as follows: 1. when personnel are out of view of, or not exposed to traffic, 1 -07.11 Requirements For Non - discrimination This section is supplemented with the following: 1- 07.11(2)A Equal Employment Opportunity Responsibilities Title VI Responsibilities During the performance of this contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor ") agrees as follows: 1. Compliance With Regulations The Contractor shall comply with the Regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation (hereinafter DOT), Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the Contractor for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the ground of race, color, sex, or national origin. 4. Information and Reports The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Washington State Department of Transportation or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a Contractor is in the exclusive possession of another who fails or refuses to furnish this information, the Contractor shall so certify to the Washington State Department of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the information. Z:VAN \SPECS\98113•YK-YGW M.wpd 10 5. Sanctions for Noncompliance In the event of the Contractor's noncompliance with the nondiscrimination provisions of this contract, the Washington State Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to: 1. Withholding of payments to the Contractor under the contract until the Contractor complies, and /or; 2. Cancellation, termination, or suspension of the contract, in whole or in part. 6. Incorporation of Provisions The Contractor shall include the provisions of paragraphs (1) through (5) in every subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any sub- contractor or procurement as the Washington State Department of Trans- portation or the Federal Highway Administration may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the Contractor may request the Washington State Department of Transportation enter into such litigation to protect the interests of the state and, in addition, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 1- 07.11(6) Incorporation of Provisions The first sentence is revised to read as follows: The Contractor shall include the provisions of Section 1- 07.11(2) Contractual Requirements (1) through (4) and the Section 1- 07.11(5) Sanctions in every subcontract, including procurement of materials and leases of equipment. 1- 07.11(10)B Required Records and Retention This section is revised to read as follows: All records must be retained by the Contractor for a period of three years following completion of the contract work. All records shall be available at reasonable times and places for inspection by authorized representatives of either the Washington State Department of Transportation or the Federal Highway Administration. Federal -Aid Highway Construction Contractors Annual EEO Report FHWA #1391. This form is required for all federally assisted projects provided the contract is equal to or greater than $10,000 and for every associated subcontract equal to or greater than $10,000. Each contract requires separate reports filed for the Contractor and each subcontractor (subject to the above noted criteria). These forms are due by August 25th in every year during which work was performed in July. The payroll period to be reflected in the report is the last payroll period in July in which work was performed. This report is Z: JAN \SPECS\98113 -YK -YG W M.wpd 11 required of each Contractor and subcontractor for each federally assisted contract on which the Contractor or subcontractor performs work during the month of July. Monthly Employment Utilization Reports WSDOT form #820 -010. This form is required for all federally assisted projects if the contract is equal to or greater then $10,000 and for every associated subcontract equal to or greater than $10,000. These monthly reports are to be maintained in the respective Contractor or subcontractor's records. In addition, for contracts with a value of $100,000 or more, the Contractor shall submit copies of the completed WSDOT form 820 -010 to the Contracting Agency by the fifth of each month throughout the term of the contract. The Contractor shall also collect and submit these forms monthly from every subcontractor who holds a subcontract with a value of $100,000 or more. Failure to submit the required reports by their due dates may result in the withholding of progress estimate payments. 1- 07.13(4) Repair of Damage This section is revised to read as follows: The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4 using the estimated bid item "Reimbursement for Third Party Damage." Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for "Reimbursement for Third Party Damage" in the proposal to become a part of the total bid by the Contractor. 1 -07.15 Temporary Water Pollution /Erosion Control This section is revised to read as follows: In an effort to prevent, control, and stop water pollution and erosion within the project, thereby protecting the work, nearby land, streams, and other bodies of water, the Contractor shall perform all work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. The Contractor shall perform all temporary water pollution /erosion control measures shown in the Plans, specified in the Special Provisions, proposed by the Contractor and approved by the Engineer, or ordered by the Engineer as work proceeds. 1 -07.17 Utilities and Similar Facilities The second paragraph is revised to read: Chapter 19.122 of the Revised Code of Washington (RCW) relates to underground utilities. In accordance with this RCW, the Contractor shall call the One - Number Locator Service for field location of utilities. If no locator service is available for the area, notice shall be provided individually to those owners of utilities known to have, or suspected of having underground facilities within the area of the proposed excavation. Z:\JAN \SPECS\98113- YK -YGW M.wpd 12 1 -07.19 Gratuities This section is supplemented with the following: The Contractor shall comply with all applicable sections of the State Ethics law, RCW 42.52, which regulates gifts to State officers and employees. Under that statute, any Contracting Agency officer or employee who has or will participate with the Contractor regarding any aspect of this Contract is prohibited from seeking or accepting any gift, gratuity, favor, or anything of economic value from the Contractor. Accordingly, neither the Contractor nor any agent or representative shall offer anything of economic value as a gift, gratuity, or favor directly or indirectly to any such officer or employee. 1 -07.22 Use of Explosives In the second paragraph, the reference to "WAC 295 -52" is revised to "WAC 296 -52." SECTION 1 -08, PROSECUTION AND PROGRESS August 6, 2001 1 -08.1 Subcontracting The 7th paragraph is revised to read as follows: On all projects funded with Contracting Agency funds only, the Contractor shall certify to the actual amounts paid Disadvantaged, Minority, or Women's Business Enterprise firms • that were used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the contract. This Certification shall be submitted to the Project Engineer on WSDOT form 421 -023, "Annual Report of Amounts Paid as MBE/W BE Participants," annually for the State fiscal year July 1 through June 30, or through physical completion of the contract, whichever occurs earliest. The report is due July 20th following the fiscal year end or 20 calendar days after physical completion of the contract. The 7th paragraph is supplemented with the following: On all projects funded with both Contracting Agency funds and Federal assistance, 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. When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu of WSDOT form 421 -023, "Annual Report of Amounts Paid as MBE/WBE Participants." This section is supplemented with the following: Subcontract Completion and Return of Retainage Withheld The following procedure shall apply to all subcontracts entered into as a part of this Contract: Requirements 1. The subcontractor shall make a written request to the Contractor for the release of the subcontractor's retainage or retainage bond. 2. Within ten (10) working days of the request, the Contractor shall determine if the subcontract has been satisfactorily completed and shall inform the subcontractor, in writing, of the Contractor's determination. Z:UAMSPECS\98113- YK -YGW M.wpd 13 3. If the Contractor determines that the subcontract has been satisfactorily completed, the subcontractor's retainage or retainage bond shall be released by the Contractor within ten (10) working days from the date of the written notice. 4. If the Contractor determines that the subcontractor has not achieved satisfactory completion of the subcontract, the Contractor must provide the subcontractor with written notice, stating specifically why the subcontract work is not satisfactorily completed and what has to be done to achieve completion. The Contractor shall release the subcontractor's retainage or retainage bond within eight (8) working days after the subcontractor has satisfactorily completed the work identified in the notice. 5. In determining whether satisfactory completion has been achieved, the Contractor may require the subcontractor to provide documentation such as certifications and releases, showing that all laborers, lower- tiered subcon- tractors, suppliers of material and equipment, and others involved in the subcontractor's work have been paid in full. The Contractor may also require any documentation from the subcontractor that is required by the subcon- tract or by the Contract between the Contractor and Contracting Agency or by law such as affidavits of wages paid, material acceptance certifications, and releases from applicable governmental agencies to the extent that they relate to the subcontractor's work. 6. If the Contractor fails to comply with the requirements of the specification and the subcontractor's retainage or retainage bond is wrongfully withheld, the subcontractor may seek recovery against the Contractor under applicable prompt pay statutes in addition to any other remedies provided for by the subcontract or by law. Conditions 1. This clause does not create a contractual relationship between the Contracting Agency and any subcontractor as stated in Section 1 -08.1. Also, it is not intended to bestow upon any subcontractor, the status of a third -party beneficiary to the Contract between the Contracting Agency and the Contractor. 2. This section of the Contract does not apply to retainage withheld by the Contracting Agency from monies earned by the Contractor. The Contracting Agency shall continue to process the release of that retainage based upon the completion date of the project as defined in 1 -08.5 Time for Completion and in accordance with the requirements and procedures set forth in chapter 60.28 RCW. Payment The Contractor will be solely responsible for any additional costs involved in paying retain age t shy - u tractursp ttta completion Thuse c6sts sh incidental to the respective bid items. 1 -08.5 Time For Completion Item "c" in the 7th paragraph is revised to read as follows: Z: JAMSPECS\98113- YK- YGWM.wpd 14 c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. 1 -08.9 Liquidated Damages The first sentence of the fourth paragraph is revised to read as follows: When the contract work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains to physically complete the total contract, the Engineer may determine the contract work is substantially complete. SECTION 1 -09, MEASUREMENT AND PAYMENT August 6, 2001 1 -09.1 Measurement of Quantities The method of measurement for "Square Yard or Square Foot" is revised to read as follows: Square Yard or Square Foot - the measurement shall be a calculation from the neat dimensions shown in the Plans or as altered by the Engineer. If there is an exception within the measured area where the item of work is not performed (such as a drainage vault within a measured sidewalk) and if the exception area is greater than 9 square feet, then the area of the exception will be subtracted from the payment area calculated from the neat dimensions. 1- 09.2(1) General Requirements for Weighing Equipment This section is revised to read as follows: Any highway or bridge construction materials to be proportioned or measured and paid for by weight shall be weighed on a scale. These materials include natural, manufactured or processed materials obtained from natural deposits, stockpiles, or bunkers. Scales Scales shall: 1. Be accurate to within one -half of 1 percent throughout the range of use; 2. Not include spring balances; 3. Include beams, dials, or other reliable readout equipment; 4. Be arranged so that operators and inspectors can safely and easily see the dials, beams, rods, and operating scale mechanisms; 5. Be built to prevent scale parts from binding, vibrating, or being displaced and to protect all working parts from falling material, wind, and weather; and 6. Be carefully maintained, with bunkers and platforms kept clear of accumulated materials that could cause errors and with knife edges given extra care and protection. Z:\.JAN \SPECS\98113 -YK -YG W M.wpd 15 Weighers The Contractor shall provide, set up, and maintain the scales necessary to perform this work. "Contractor- provided scale operations" are defined as operations where a scale is set up specifically for the project and most, if not all, material weighed on the scale is utilized for contract work. In this situation, the contracting agency will provide a person to operate the scale, write tickets, perform scale checks, and prepare reports. The Contractor may also utilize permanently installed, certified, commercial scales. "Commercial scale operations" include the use of established scales used to sell materials to the public on a regular basis. In addition, for the purposes of this specification, all batch, hopper, and belt scales are considered to be commercial scales. Commercial scales shall meet the same requirements as Contractor - provided scales. When a commercial scale is used, the Contractor may utilize a commercial scale operator provided it is at no additional cost to the Contracting Agency. In addition, the Contractor shall ensure that: 1. The Engineer is allowed to observe the weighing operation and check the daily scale weight record; 2. Scale verification checks are performed at the direction of the Contracting Agency (see "1- 09.2(5) Measurement "); 3. Several times each day, the commercial scale operator records and makes certain the platform scale balances and returns to zero when the load is removed; and 4. Test results and scale weight records for each day's hauling operations are provided to the Engineer daily. Unless otherwise approved, reporting shall utilize form 422 -027, Scaleman's Daily Report. Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1. Date of haul; 2. Contract number; 3. Contract unit bid item; 4. Unit of measure; 5. Identification of hauling vehicle; and 6. Weight delivered a. Net weight in the case of batch and hopper scales; b. Gross weight, tare and net weight in the case of platform scales (tare may be omitted if a tare beam is used); and Z:\JAN \SPECS\98113 -YK -YG W M.wpd 16 c. Approximate load out weight in the case of belt conveyor scales. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. 1- 09.2(2) Specific Requirements for Batching Scales This section including title is revised to read as follows: 1- 09.2(2) Specific Requirements for Batching and Hopper Scales Each batching scale shall be designed to support a weighing container. The arrangement shall make it convenient for the operator to remove material from the weighing container while watching readout devices. Any weighing container mounted on a platform scale shall have its center of gravity directly over the platform center line. Batching scales used for Portland or asphalt cement shall not be used for batching other materials. Readout devices used for batching or hopper scales shall be marked at intervals evenly spaced throughout and shall be based on the scale's nominal rated capacity. These intervals shall not exceed one -tenth of 1 percent of the nominal rated capacity. Before use at a new site and then at 6 -month intervals, all batching and hopper scales shall be: approved under rules of the Weights and Measures Section of the Washington State Department of Agriculture, or serviced and tested with at least 10,000 pounds by an agent of its manufacturer. In either case, the Contractor shall provide the Engineer with a copy of the final test results. 1- 09.2(3) Specific Requirements for Platform Scales This section is revised to read as follows: Each platform scale shall be able to weigh the entire hauling vehicle or combination of connected vehicles at one time. No part of the vehicle or vehicle combination will be permitted off the platform as it is weighed. A tare weight shall be taken of each hauling vehicle at least twice daily. Any platform scale shall be installed and maintained with the platform level and with rigid bulkheads at either end to prevent binding or shifting. The readout device shall be marked at intervals of no more than 40 pounds. Test records shall show results to the nearest 20 pounds. During weighing operations, weights shall be read and recorded to the nearest 100 pounds. Before use at a new site and then at 6 -month intervals, any platform scale shall be: approved under rules of the Washington State Department of Agriculture's Weights and Measures Section, or serviced and tested with at least 10,000 pounds by an agent of its manufacturer. In either case, the Contractor shall provide the Engineer with a copy of the final test results. Any Contractor - supplied scale shall include a scale house with a floor space of at least 6 by 10 feet. The scale house shall be wind and weather tight, shall have windows for light and ventilation, shall include a door, and shall be lockable. It shall include a table, a chair, electrical power, and a space heater. The Contractor shall provide a rest room near the scale house. 1- 09.2(4) Specific Requirements for Belt Conveyor Scales This section is revised to read as follows: The Engineer may approve conveyor -belt weighing of untreated materials if the method and device meet all general requirements for weighing equipment. The recording tape, Z:\JAN \SPECS\98113 -YK -YG W M.wpd 17 odometer, totalizer, calibration adjustment, and clock -time imprinter shall be kept locked and the Engineer shall retain all keys. All belt- conveyor scales shall comply with the requirements for Belt- Conveyor Scales in the National Bureau of Standards Handbook No. 44, except where these specifications modify those requirements. A static load test shall be made: each day after the belt- conveyor has run continuously for about 30 minutes, and again, immediately after the air temperature changes significantly. If the static load test reveals a need for adjustment, the Contractor shall perform a chain test. The Contractor shall make the computation of the test chain calibration, the calibration procedures and results, and related records available for the engineer's review. The test chain shall be clearly marked with its calibration, carried in a suitable container, and kept immediately available for testing. 1- 09.2(5) Measurement This section is revised to read as follows: Scale Verification Checks Regardless of the type of scale used, a scale verification test shall be performed daily. The Contractor shall designate a separate, certified, platform scale or a separate commercial platform scale, independent of the scale used for weighing construction materials, to be used for scale verification checks. Each batch, hopper, or platform scale will be tested by routing a loaded truck onto a separate certified platform scale or a separate commercial platform scale and comparing the weights. If such a separate scale is not reasonably available, the Engineer may approve a Contractor request to use an alternate method of scale verification checks as described on Form 422 -027, "Scaleman's Daily Report" and as appropriate for the type of scale. To test the accuracy of a belt- conveyor scale, the Contractor shall weigh five or more payloads from sequential hauling units and compare these weights with weights of the same payloads taken on a separate certified platform scale. If the test results fluctuate, the engineer may require more than five check loads. Conveyor weights will be based on tonnage values taken from the sealed odometer at the beginning and end of each check period. If scale verification checks shows the scale has been underweighing, it shall be adjusted immediately. The Contractor shall not be compensated for any loss from underweighing. If scale verification checks show the scale has been overweighing, its operation will cease immediately until adjusted. The contracting agency will calculate the combined weight of all materials weighed after the last verification check showing accurate results. This combined weight will then be reduced for payment by the percentage of scale error that exceeds one -half of 1 percent. Minor Construction Items If the specifications and plans require weight measurement for minor construction items, the Contractor may request permission to convert volume to weight. If the Engineer approves, an agreed factor may be used to make this conversion and volume may be used to calculate the corresponding weight for payment. 1- 09.2(6) Payment This section is revised to read as follows: Z;\JAN \SPECS\98113- YK -YGW M.wpd 1 8 The Contracting Agency will pay for no materials received by weight unless they have been weighed as required in this section or as required by another method the Engineer has approved in writing. Unit contract prices for the various pay items of the project cover all costs related to weighing and proportioning materials for payment. These costs include, but are not limited to: • furnishing, installing, certifying, and maintaining scales • furnishing a scale house • providing a weigher with a commercial scale, if necessary • providing self printing tickets, if necessary • rerouting a truck for verification weighing • assisting the engineer with scale verification checks • any other related costs associated with meeting the requirements of this section. 1 -09.6 Force Account This section is revised to read as follows: The terms of the contract or of a change order may call for work or material to be paid for by force account. If so, then the objective of this specification is to reimburse the Contractor for all costs associated with the work, including costs of labor, small tools, supplies, equipment, specialized services, materials, applicable taxes and overhead and to include a profit commensurate with those costs. The amount to be paid shall be determined as shown below: 1. For Labor: Labor reimbursement calculations shall be based on a "Project Labor List" (List,) prepared and submitted by the Contractor and by any subcontractor before that firm commences force account work. Once a List is approved by the Engineer, it shall be used to calculate force account labor payment until a new List is submitted and approved. The Engineer may compare the List to payrolls and other documents and may, at any time, require the Contractor to submit a new List. The Contractor may submit a new List at any time without such a requirement. Prior payment calculations shall not be adjusted as a result of a new List. To be approved, the List must be accurate and meet the requirements of this section. It shall include regular time and overtime rates for all employees (or work classifications) expected to participate in force account work. The rates shall include the basic wage and fringe benefits, the current rates for Federal Insurance Compensation Act (FICA), Federal Unemployment Tax Act (FUTA) and State Unemployment Tax Act (SUTA), the company's present rates for Medical Aid and Industrial Insurance premiums and the planned payments for travel and per diem compensation. The rates may also include an allocation of costs of safety and health testing. This allocation shall assure that the amount included for force account is reasonably proportional to the total costs applied to all work. Z:WAN \SPECS\98113-YK -YGW M.wpd 19 In the event that an acceptable initial List or requested revised List is not received by the time that force account calculations are begun, the Engineer will develop a List unilaterally, utilizing the best data available, that will be used until a Contractor's List is received and approved. Again, prior calculations, prepared using the Engineer's List, will not be revised as a result of differences with the Contractor's List. The hourly rates established in the current "Project Labor List" shall be applied to the hours of work recorded by the Engineer. The hours of work shall include all hours that are contractual obligations of the Contractor or are customary payments by the Contractor to all employees. In addition to compensation for direct labor costs defined above, the Contracting Agency will pay the Contractor 26 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. 2. For Materials: The Contracting Agency will reimburse invoice cost for Contractor - supplied materials. For the purpose of this provision, "Materials" shall include those items incorporated into the work, supplies used during the work, and items consumed. This cost shall include freight and handling charges and applicable taxes. Before work is started, the Engineer may require the Contractor to obtain multiple quotations for the materials to be utilized and select the vendor with prices and terms most advantageous to the Contracting Agency. The Contracting Agency will provide a list of the types and quantities of Contractor - supplied materials witnessed by the Contracting Agency as being utilized in force account work. The list will be furnished promptly after the material is incorporated, on a daily basis unless agreed otherwise. The Contractor may propose corrections to the list and will supply prices for the materials and other costs and return the list to the Contracting Agency. To support the prices, the Contractor shall attach valid copies of vendor invoices. If invoices are not available for materials from the Contractor's stocks, the Contractor shall certify actual costs (at a reasonable level) by affidavit. The Engineer will review the prices and any Contractor - proposed corrections and, if reasonable, approve the completed list. Once approved, the prices will be utilized in the calculation of force account reimbursement for materials. If, in the case of non - invoiced materials supported by Contractor affidavit, the price appears to be unreasonable, the Engineer will determine the cost for all or part of those materials, utilizing the best data available. The Contracting Agency reserves the right to provide materials. In this case, the Contractor will receive no payment for any costs, overhead, or profit arising from the value of the materials themselves. Additional costs to handle and place the Agency- furnished material shall be compensated as described in this specification. In addition to compensation for direct materials cost, the Contracting Agency will pay the Contractor 21 percent of the sum of the costs calculated for materials reimbursement to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. Z: V AN \SPECS\98113 -YK -YG W M.wpd 20 3. For Equipment: The Contracting Agency will reimburse the Contractor for the cost of equipment utilized in the work. The equipment provided by the Contractor shall be of modern design and in good working condition. For the purpose of this provision, "provided" shall mean that the equipment is owned (either through outright ownership or through a long -term lease) and operated by the Contractor or Subcontractor or that the equipment is rented and operated by the Contractor or Subcontractor. Equipment that is rented with operator shall not be included here, but shall be considered a service and addressed according to section 4 of this provision. The amount of payment for any Contractor -owned equipment that is utilized shall be determined according to the version of the AGC/WSDOT Equipment Rental Agreement which is in effect at the time the force account is authorized. The rates listed in the Rental Rate Blue Book (as modified by the current AGC/WSDOT Equipment Rental Agreement) shall be full compensation for all fuel, oil, lubrication, ordinary repairs, maintenance, and all other costs incidental to furnishing and operating the equipment except labor for operation. Payment for rented equipment will be made on the basis of a valid invoice, covering the time period of the work. Before work is started, the Engineer may require the Contractor to obtain multiple quotations for the rental of equipment to be utilized and select the vendor with prices and terms most advantageous to the Contracting Agency. In addition to the payments for Contractor -owned and rented equipment, one or more lump -sum payments may be made for small tools. The amount to be paid shall be determined as outlined in the AGC/WSDOT Equipment Rental Agreement. The Contracting Agency will add 21 percent to equipment costs to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. This markup will be over and above those equipment costs and will not be adjusted for any equipment overhead amounts included in the Blue Book rates. Current copies of the Rental Rate Blue Book and the AGC/WSDOT Equipment Rental Agreement will be maintained at each Region office of the Department of Transportation (Compact Disk Version) and at each of the offices of the Associated General Contractors of America (in Seattle, Spokane, Tacoma, and Wilsonville, Oregon) where they are available for inspection. 4. For Services: Compensation under force account for specialized services shall be made on the basis of an invoice from the providing entity. A "specialized service" shall be one which is typically billed through invoice in standard industry practice. Before work is started, the Engineer may require the Contractor to obtain multiple quotations for the service to be utilized and select the provider with prices and terms most advantageous to the Contracting Agency. Except as noted below, the Contracting Agency will pay the Contractor an additional 21 percent of the sum of the costs included on invoices for specialized services to cover project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. Z:\JAN \SPECS\98113 -YK -YG W M.wpd 21 When a supplier of services is compensated through invoice, but acts in the manner of a subcontractor, as described in Section 6 of this provision, then markup for that invoice shall be according to Section 6. "Contractor Markup on Subcontractor's Work." 5. For Mobilization: Force account mobilization is defined as the preparatory work performed by the Contractor including procurement, loading, and transportation of tools and equipment, and personal travel time (when such travel time is a contractual obligation of the Contractor or a customary payment for the Contractor to all employees). Mobilization also includes the costs incurred during demobilization. Pro -rata adjustments may be made when the mobilization applies to both force account and other contract work. The Contracting Agency will pay for mobilization for off -site preparatory work for force account items provided that notice has been provided sufficiently in advance to allow the Engineer to witness the activity, if desired. Any costs experienced during mobilization activities for labor, equipment, materials or services shall be listed in those sections of the force account summary and paid accordingly. 6. For Contractor Markup on Subcontractor's Work: When work is performed on a force account basis by one or more approved subcontractors, by lower -tier subcontractors or suppliers, or through invoice by firm(s) acting in the manner of a subcontractor, the Contractor will be allowed an additional markup, from the table below, applied to the costs computed for work done by each subcontractor through Sections 1, 2, 3, and 4, to compensate for all administrative costs, including project overhead, general company overhead, profit, bonding, insurance, Business & Occupation tax, and any other costs incurred. A firm may be considered to be acting as a subcontractor when the Engineer observes one or more of the following characteristics: • The person in charge of the firm's activities takes an active role in managing the overall project, including extensive coordination, interpretation of plans, interaction with the Contracting Agency or management of a complex and interrelated operation. • Rented equipment is provided fueled, and operated and maintained by the firm. Operators of rented equipment are supervised directly by the firm's representative. There is little interaction between the Contractor and the employees of the firm. • The firm appears to be holding the risk of performance and quality of the work. • The firm appears to be responsible for liability arising from the work. Markups on Work Performed by Subcontractor(s): 1. On amounts paid for work performed by each Subcontractor on each force account and calculated through Sections 1 -4 up to $25,000: Z:UAN \SPECS\98113- YK -YGW M.wpd 22 12% 2. On amounts greater than $25,000 up to $100,000: 10% 3. On amounts greater than $100,000: 7 °/0 The amounts and markup rates shall be calculated separately for each subcontractor on each force account item established. The payments provided above shall be full payment for all work done on a force account basis. The calculated payment shall cover all expenses of every nature, kind, and description, including those listed above and any others incurred on the work being paid through force account. Nothing in this provision shall preclude the Contractor from seeking an extension of time or time - related damages to unchanged work arising as a result of the force account work. The amount and costs of any work to be paid by force account shall be computed by the Engineer, and the result shall be final as provided in Section 1 -05.1. An item which has been bid at a unit price or lump sum in the Proposal will not be paid as force account unless a change as defined in Section 1 -04.4 has occurred and the provisions require a payment adjustment. Items which are included in the Proposal as Force Account or which are added by change order as Force Account may, by agreement of the parties at any time, be converted to agreed unit prices or lump sums applicable to the remaining work. 1 -09.7 Mobilization This section is revised to read as follows: Mobilization consists of preconstruction expenses and the costs of preparatory work and operations performed by the Contractor which occur before 10 percent of the total original contract amount is earned from other contract items. Items which are not to be included in the item of Mobilization include, but are not limited to: 1. Any portion of the work covered by the specific contract item or incidental work which is to be included in a contract item or items. 2. Profit, interest on borrowed money, overhead, or management costs. 3. Any costs of mobilizing equipment for force account work. Based on the lump sum contract price for "Mobilization," partial payments will be made as follows: 1. When 5 percent of the total original contract amount is earned from other contract items, excluding amounts paid for materials on hand, 50 percent of the amount bid for mobilization, or 5 percent of the total original contract amount, whichever is the least, will be paid. Z:\JAN \SPECS\98113•YK -YG W M.wpd 23 2. When 10 percent of the total original contract amount is earned from other contract items, excluding amounts paid for materials on hand, 100 percent of the amount bid for mobilization, or 10 percent of the total original contract amount, whichever is the least, will be paid. 3. When the physical completion date has been established for the project, payment of any amount bid for mobilization in excess of 10 percent of the total original contract amount will be paid. Nothing herein shall be construed to limit or preclude partial payments otherwise provided by the contract. SECTION 1 -10, TEMPORARY TRAFFIC CONTROL October 2, 2000 1- 10.2(3) Conformance to Established Standards The section is revised to read as follows: Flagging, signs, and all other traffic control devices furnished or provided shall conform to the standards established in the latest adopted edition of the "Manual on Uniform Traffic Control Devices" (MUTCD) published by the U.S. Department of Transportation and the Modifications to the MUTCD for Streets and Highways for the State of Washington. Copies of the MUTCD may be purchased from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402. Modifications to the MUTCD for Streets and Highways for the State of Washington may be obtained from the Department of Transportation, Olympia, Washington 98504. In addition to the standards of the MUTCD described above, the Contracting Agency has scheduled the implementation of crash worthiness requirements for all workzone devices. The National Cooperative Highway Research Project (NCHRP) Report 350 has established requirements for crash testing. Workzone devices are divided into four categories. Each of those categories and the schedule for implementation is described: Category 1 includes those items that are small and lightweight, channelizing, and delineating devices that have been in common use for many years and are known to be crash worthy by crash testing of similar devices or years of demonstrable safe performance. These include cones, tubular markers, flexible delineator posts, and plastic drums with no attachments. All Category 1 devices used by the project shall meet the requirements of NCHRP 350 as certified by the manufacturer of the device. The Contractor shall obtain the manufacturer's certification documentation for all such devices purchased and shall keep the documentation available for inspection throughout the life of the project. Category 2 includes devices that are not expected to produce significant vehicular velocity change, but may otherwise be hazardous. Examples of this class are barricades, portable sign supports and signs, intrusion alarms, and vertical panels. Any new Category 2 device purchased after October 1, 2000, shall meet the requirements of NCHRP 350. Existing equipment, purchased prior to October 1, 2000, may be used on the project until December 31, 2007. For the purpose of def- inition, a sign support and sign shall be considered a single unit. A new sign may be purchased for an existing sign support and the entire unit will be defined as "existing equipment." The contract documents will contain provisions that list all Category 2 devices deemed compliant with NCHRP 350 and acceptable for use on Z:\JAN \SPECS\98113 -YK -YG W M.wpd 24 the project. The Contractor may select from that list when obtaining new equipment or may submit other products for the Engineer's consideration. Category 3 is for hardware expected to cause significant velocity changes or other potentially harmful reactions to impacting vehicles. Barriers, fixed sign supports, crash cushions, truck mounted attenuators (TMAs) and other work zone devices not meeting the definitions of Category 1 or 2 are examples from this category. Many Category 3 devices are defined in the design of the project. Where this is the case, NCHRP 350 requirements have been incorporated into the design and the Contractor complies with the requirements by constructing according to the plans and specifications. Where the device is a product chosen by the Contractor, the device chosen must be compliant with the requirements of NCHRP 350. Category 4 includes portable or trailer- mounted devices such as Arrow Displays, Temporary Traffic Signals, Area Lighting Supports, and Portable Changeable Message Signs. After October 1, 2002, this class of devices may only be used if they are placed behind crash worthy barriers or shielded with Truck - Mounted attenuators or crash cushions. The condition of signs and traffic control devices shall be new or "acceptable" as defined in the book, Quality Standards for Work Zone Traffic Control Devices, and will be accepted based on a visual inspection by the Engineer. The Engineer's decision on the condition of a sign or traffic control device shall be final. When a sign or traffic control device becomes classified as "not acceptable," it shall be removed from the project and replaced within 12 hours. SECTION 1 -99, APWA SUPPLEMENT April 30, 2001 Page 1 -109, 1 -01.3 Definitions (APWA Only) This section is supplemented with the following: Traffic (APWA Only) Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. Page 1 -113, The following is added to page 1 -113: SECTION 1 -03.3 IS SUPPLEMENTED BY REVISING THE THIRD PARAGRAPH TO READ: 1 -03.3 Execution of Contract (APWA only) If the bidder experiences circumstances beyond their control that prevents return of the contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. Page 1 -122, The following is added to page 1 -122: SECTION 1- 07.23(1) IS SUPPLEMENTED BY REVISING PARAGRAPH 2 TO READ: 1- 07.23(1) Construction Under Traffic (APWA only) To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them Z:\JAN \SPECS\98113- YK -YGW M.wpd 25 open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling a renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. SECTION 1- 07.23(2) IS SUPPLEMENTED BY REVISING PARAGRAPH 10 TO READ: 1- 07.23(2) Construction and Maintenance of Detours (APWA only) Unless otherwise approved, the Contractor shall maintain two -way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, or path during construction, 2. Detour crossings of intersecting highway, and 3. Temporary__ approaches._ Page 1 -125, The following is revised: "g. Property owner releases per Section 1- 07.24" is revised to read: "f. Property owner releases per Section 1- 07.24" Page 1 -125, The following is added to page 1 -125: Z:WAN \SPECS\98113 -YK -YG W M.wpd 26 SECTION 1 -08.7 IS SUPPLEMENTED BY REVISING PARAGRAPH 2 TO READ: 1 -08.7 Maintenance During Suspension (APWA only) At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1 -07.23 or the Special Provision). This may include a temporary road or detour. Page 1 -125, 1 -09.9 Payments (APWA Only) The sixth item in the third paragraph is revised to read: Retainage Per Section 1- 09.9(1). Page 1 -126, The following is added to page 1 -126: SECTION 1 -10.1 IS SUPPLEMENTED BY REVISING PARAGRAPH 1 TO READ: 1 -10.1 General (APWA only) The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. SECTION 2 -01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP August 6, 2001 2- 01.3(1) Clearing This section is revised to read as follows: The Contractor shall: 1. Fell trees only within the area to be cleared. 2. Close -cut parallel to the slope of the ground all stumps to be left in the cleared area outside the slope stakes. 3. Close -cut all stumps that will be buried by fills 5 feet or less in depth. 4. Follow these requirements for all stumps that will be buried by fills deeper than 5 feet: a. Close -cut stumps under 18 inches in diameter. b. Trim stumps that exceed 18 inches in diameter to no more than 12 inches above original ground level. 5. Leave standing any trees or native growth indicated by the Engineer. 6. Trim all trees to be left standing to the height specified by the Engineer, neatly cutting all limbs close to the tree trunk. Z:\JAN \SPECS\98113- YK -YGW M.wpd 27 7. Thin clumps of native growth as the Engineer may direct. 8. Protect, by fencing if necessary, all trees or native growth from any damage caused by construction operations. 2- 01.3(2) Grubbing This section is revised to read as follows: The Contractor shall: 1. Grub deep enough to remove all stumps, large roots, buried logs, and other vegetative material. 2. Grub all areas: a. Indicated by the Engineer or by the Special Provisions. b. To be excavated, including area staked for slope treatment. c. Where subdrainage trenches will be dug, unsuitable material removed, or structures built. d. In which hillsides or existing embankments will be terraced as described in Section 2- 03.3(14). e. Upon which embankments will be placed, except where the subgrade or slope elevation exceeds 5 feet above the natural ground surface, the Contractor may close -cut all trees, stumps, and large roots less than 18 inches in diameter. A contract may include grubbing without mentioning clearing or roadside cleanup. In that case, the Contractor may remove and dispose of all upturned stumps and roots of windfalls that lie within the cleared area of the right of way, even though they are outside the area staked for grubbing. Such work shall be incidental to other work covered by the Contract. SECTION 2 -03, ROADWAY EXCAVATION AND EMBANKMENT August 6, 2001 2- 03.3(11) Slides The third paragraph is revised to read as follows: If the Contractor undercuts or destroys a slope, or has failed to implement erosion control devices as shown in the Contact, in the TESC plan, or as directed by the Engineer, it shall be resloped to the original alignment or to a new one established by the Engineer at no expense to the Contacting Agency. 2- 03.3(14)D Compaction and Moisture Control Tests This section is revised to read as follows: Maximum density for materials with 30 percent or more, by weight, retained on the U.S. No. 4 sieve shall be determined using WSDOT Test Method No. 606. The maximum density Z:\JAN \SPECS \98113- YK -YGW M.wpd 28 and optimum moisture for materials with less than 30 percent, by mass, retained on the U.S. No. 4 sieve shall be determined using WSDOT FOP for AASHTO T 99. In place density will be determined using WAQTC FOP for TM 7 and WSDOT SOP for T 615. SECTION 3 -01, PRODUCTION FROM QUARRY AND PIT SITES May 29, 2001 3 -01.5 Measurement In the chart, the reference to "1/4 -Inch Sieve" is revised to read "U.S. No. 4." SECTION 8 -01, EROSION CONTROL August 6, 2001 Section 8 -01 Erosion Control including title is deleted in its entirety and replaced with the following: 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8 -01.1 Description This work shall consist of furnishing, installing, maintaining, and removing and disposing of water pollution and erosion control items in accordance with these Specifications and as shown in the Plans or as designated by the Engineer. 8 -01.2 Materials Materials shall meet the requirements of the following sections: Seed 9 -14.2 Fertilizer 9 -14.3 Lime 9- 14.3(1) Mulch and Amendments 9 -14.4 Tackifier 9- 14.4(7) Erosion Control Blanket 9 -14.5 Construction Geotextile 9 -33 Quarry Spalls 9 -13 8 -01.3 Constr,,ction Requirements 8- 01.3(1) General Controlling pollution, erosion, run -off, and related damage may require the Contractor to perform temporary work items including, but not limited to: 1. Providing ditches, berms, culverts, and other measures to control surface water; 2. Building dams, settling basins, energy dissipaters, and other measures, to control downstream flows; 3. Controlling underground water found during construction; or 4. Covering or otherwise protecting slopes until permanent erosion - control measures are working. Z:V AN \SPECS\98113 -YK -YG W M.wpd 29 To the degree possible, the Contractor shall coordinate this temporary work with permanent drainage and erosion control work the contract requires. The Engineer may require additional temporary control measures if it appears pollution or erosion may result from weather, the nature of the materials, or progress on the work. If natural elements rut or erode the slope, the Contractor shall restore and repair the damage, with the eroded material where possible, and clean up any remaining material in ditches and culverts. If the Engineer orders replacement with additional or other materials, unit contract prices will cover the quantities needed. If the Engineer anticipates water pollution or erosion, the Contractor shall schedule the work so that grading and erosion control immediately follows clearing and grubbing. The Engineer may also require erosion control work to be done with or immediately after grading. Clearing, grubbing, excavation, borrow, or fill within the right of way shall never expose more erodible earth than as listed below, without written approval by the Engineer: AREA DATE LOCATION 17 Acre April 1- October 31 East of the Summit of the Cascade Range May 1 - September 30 West of the Summit of the Cascade Range 5 Acre November 1 - March 31 East of the Summit of the Cascade Range October 1 - April 30 West of the Summit of the Cascade Range The Engineer may increase or decrease the limits in light of project conditions. Erodible earth is defined as any surface where soils, grindings, or other materials are capable of being displaced and transported by rain, wind, or surface water runoff. In western Washington, erodible soil not being worked, whether at final grade or not, shall be covered within the following limitations, using an approved soil covering practice, unless authorized otherwise by the Engineer: October 1 through April 30 2 days maximum May 1 to September 30 7 days maximum If the Engineer, under Section 1 -08.6, orders the work suspended for an extended time, the Contractor shall, before the Contracting Agency assumes maintenance responsibility, make every effort to control erosion, pollution, and run -off during shutdown. Section 1 -08.7 describes the Contracting Agency's responsibility in such cases. Nothing in this section shall relieve the Contractor from complying with other contract requirements. 8- 01.3(1)A Submittals At the preconstruction conference, the Contractor shall submit a preliminary plan for temporary erosion and sediment control (TESC). Z:\JAN \SPECS\98113- YK -YGW M.wpd 30 Before any work begins, the Contractor shall obtain the Engineer's approval on a plan for TESC. When a TESC plan is included in the Plans, the Contractor may adopt or modify the plan. The plan shall show the schedule for all erosion control work, whether required by the contract or proposed by the Contractor. The plan shall cover all areas the Contractor's work may affect inside and outside the limits of the project (including all Contracting Agency - provided sources, disposal sites, and haul roads, and all nearby land, streams, and other bodies of water). Before this plan has been approved, the Contractor shall do no clearing, grubbing or earthwork unless the Engineer approves in writing. The Contractor shall revise and update the plan whenever the Engineer so requests in writing. The Contractor shall allow at least five working days for the Engineer's review of any original or revised plan. Failure to approve all or part of any such plan shall not make the Contracting Agency liable to the Contractor for any work delays. 8- 01.3(1)B Erosion and Sediment Control (ESC) Lead The Contractor shall identify the ESC lead at the preconstruction conference. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in Construction Site Erosion and Sedimentation Control from a course approved by WSDOT's Statewide Erosion Control Coordinator. The ESC Lead shall implement the Temporary Erosion and Sedimentation Control (TESC) plan. Implementation shall include, but is not limited to: 1. Installing, maintaining, inspecting, and repairing all temporary erosion and sediment control Best Management Practices (BMPs) included in the TESC plan to assure continued performance of their intended function. All on -site erosion and sediment control measures shall be inspected at least once every once every five working days, each working day during a runoff producing rain event, and within 24 hours after a runoff producing rain event. Damaged or inadequate TESC measures shall be corrected within 24 hours of the inspection. A TESC Inspection Report shall be prepared for each inspection and shall be included in the TESC file. A copy of each report shall be provided to the Engineer. The inspection report shall include, but not be limited to: a. When, where, and how BMPs were installed, removed, and modified; b. Repairs needed and repairs made; c. Observations of BMP effectiveness and proper placement; d. Recommendations for improving performance of BMPs. 2. Preparing and maintaining a TESC file on site that includes, but is not limited to: a. TESC Inspection Reports. b. Storm water site plan. c. Temporary Erosion and Sediment Control (TESC) Plan. d. National Pollutant Discharge Elimination System construction permit (Notice of Intent). e. Other applicable permits. Upon request, the file shall be provided to the Engineer for review. Z:UAN \SPECS\98113 -YK -YG W M.wpd 31 8- 01.3(1)C Ground Water When ground water is encountered in an excavation, it shall be controlled, treated, and discharged as follows: 1. If the ground water meets State Water Quality standards, it may bypass detention and treatment facilities and be routed directly to its normal discharge point at a rate that will not cause erosion. 2. If the turbidity of the ground water is similar to the turbidity of the site runoff, the ground water may be treated using the same detention and treatment facilities being used to treat the site runoff and then discharged at a rate that will not cause erosion. 3. If the turbidity is worse than the turbidity of the site runoff, the ground water shall be treated separately until the turbidity is similar to or better than the site runoff before the two may be combined and treated using the same detention and treatment facilities being used to treat the site runoff and then discharged at a rate that will not cause erosion. 8- 01.3(1)D Detention /Retention Pond Construction When a detention or retention pond is required, whether it is temporary or permanent it shall be fully functional before beginning other grading and excavation work. 8- 01.3(2) Erosion Control Seeding, Fertilizing, and Mulching 8- 01.3(2)A Preparation For Final Application Areas to be cultivated are shown in the Plans or specified in the Special Provisions. The areas shall be cultivated to the depths specified to provide a reasonably firm but friable seedbed. Cultivation shall take place no sooner than two weeks prior to seeding. In addition to the compaction that may be required elsewhere in the specifications, all areas to be seeded, including excavation slopes, shall be compacted and prepared unless otherwise specified or ordered by the Engineer. Unless seed is covered with soil during seed application, a cleated roller, crawler tractor, or similar equipment, approved by the Engineer that forms longitudinal depressions at least 2 inches deep shall be used for compaction and preparation of the surface to be seeded. The entire area shall be uniformly covered with longitudinal depressions formed perpendicular to the natural flow of water on the slope unless otherwise approved by the Engineer. The soil shall be conditioned with sufficient water so the longitudinal depressions remain in the soil surface until completion of the seeding. The area shall be compacted within three weeks prior to seeding. Prior to seeding, the finished grade of the soil shall be 1 inch, or the specified depth of mulch, below the top of all curbs, catch basins, junction and valve boxes, walks, driveways, and other structures. 8- 01.3(2)B Seeding and Fertilizing Seed and fertilizer shall be placed at the rate, mix, and analysis specified in the Special Provisions or as designated by the Engineer. The Contractor shall notify the Engineer not less than 24 hours in advance of any seeding operation and shall not begin the work until areas prepared or designated for seeding have been approved. Following the Engineer's approval, seeding of the approved slopes shall begin immediately. Z:WAN \SPECS\98113 -YK -YG W M.wpd 32 Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Seed and fertilizer may be sown by one of the following methods: 1. An approved hydroseeder that utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. 2. Approved blower equipment with an adjustable disseminating device capable of maintaining a constant, measured rate of material discharge that will ensure an even distribution of seed at the rates specified. 3. Helicopters properly equipped for aerial seeding. 4. Approved power -drawn drills or seeders. 5. Areas in which the above methods are impractical may be seeded by approved hand methods. When seeding by hand, the seed shall be incorporated into the top 1/4 inch of soil by hand raking or other method that is approved by the Engineer. The seed shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 250 pounds per acre. Seed and fertilizer may be applied in one application provided that the fertilizer is placed in the hydroseeder tank no more than one hour prior to application. 8- 01.3(2)C Liming Agricultural lime shall be applied at the rates specified in the Special Provisions. The method of application shall be in conformance with all air and water pollution regulations and shall be approved by the Engineer. 8- 01.3(2)D Mulching Mulch of the type specified in the Special Provisions shall be furnished, hauled, and evenly applied at the rates indicated and shall be spread on seeded areas within 48 hours after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved mulch spreader that utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Wood cellulose fiber may be applied with seed and fertilizer West of the summit of the Cascade Range, and only upon written request by the Contractor and approval of the Engineer East of the summit of the Cascade Range. Wood cellulose fiber used as mulch shall be suitable for application with a hydroseeder as specified in Section 8- 01.3(2)B. Z:\JAN \SPECS \98113 -YK -YG W M.wpd 33 Areas not accessible by mulching equipment shall be mulched by approved hand methods. Mulch sprayed on signs or sign structures shall be removed the same day. 8- 01.3(2)E Soil Binder or Tacking Agent When specified in the Special Provisions, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommended requirements. 8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. East of the summit of the Cascade Range - August 15 to November 15. Seeding, fertilizing, and mulching shall be accomplished during this fall period only. All roadway excavation and embankment slopes, including excavation and embankment slopes that are partially completed to grade, shall be prepared and seeded during the first available planting period. When environmental conditions are not conducive to satisfactory results, the Engineer may suspend work until such time that the desired results are likely to be obtained. When environmental conditions are conducive to satisfactory results, the Contractor may elect to perform erosion control seeding operations outside of the time periods specified. Inspection of erosion control seeding performed at the Contractor's option outside of the time periods specified will be made after one growing season has elapsed. Acceptance will be based on a uniform stand of grass at the time of inspection. The Contractor shall restore eroded areas, clean up eroded materials, and reseed, fertilize, and mulch, at no additional cost to the Contracting Agency, the areas failing to show a uniform stand of grass. 8- 01.3(3) Placing Erosion Control Blanket When required, erosion control blanket shall be placed immediately following the seeding and fertilizing operation. Where more than one strip of erosion control blanket is required to cover the given area, it shall overlap the adjacent blanket as specified by the manufacturer, or a minimum of 4 inches. The ends of the erosion control blanket shall overlap as specified by the manufacturer, or a minimum of 6 inches, with the upgrade section on top. The manufacturers recommendations or the following, whichever is the most stringent, shall be used: The up -slope end of the erosion control blanket shall be staked and buried in a 6- inch -deep trench with the soil firmly tamped against the mat. A minimum of three stakes per width of blanket, with a stake at each overlap, shall be driven below the finish ground line prior to Z:UAN \SPECS\98113 -YK -YG W M.wpd 34 backfilling of the trench. The Engineer may require that any other edge exposed to more than normal flow of water or strong prevailing winds be staked and buried in a similar manner. The ends of the erosion control blanket shall overlap a minimum of 6 inches, with the upgrade section on top. The edges of the erosion control blanket shall be buried around the edges of catch basins and other structures. Erosion control blanket shall be spread evenly and smoothly and in contact with the soil at all points. Where more than one strip of erosion control blanket is required, it shall overlap the adjacent blanket a minimum of 4 inches. The blanket shall be fastened at intervals not more than 3 feet apart in three rows for each strip of blanket. There shall be one row along each edge and one row down the center with the stakes centered, both horizontally and vertically, to the edge stakes. The ends of the blanket shall be fastened at 6 -inch intervals across their width. Fastening devices shall anchor the blanket against the soil and be driven flush with the finished grade. 8- 01.3(4) Placing Plastic Covering Plastic meeting the requirements of Section 9- 14.5(3) shall be placed with at least a 12 -inch overlap of all seams. Clear plastic covering shall be used to promote growth of vegetation. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. The cover shall be maintained tightly in place by using sandbags or tires on ropes in a 10 -foot, maximum, grid. All seams shall be taped or weighted down full length. 8- 01.3(5) Check Dams Check dams shall be installed as soon as construction will allow, or when designated by the Engineer. The Contractor may substitute a different check dam for that specified with approval of the Engineer. Check dams shall be placed in ditches perpendicular to the channel. Check dams shall extend up the sides of ditches a sufficient distance to ensure that water will flow over the center of the dam and not flow around the ends. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch, and spaced such that the elevation of the top of a check dam at the center of the ditch is equal to the ditch flow line at the downstream base of the upstream check dam. 8- 01.3(5)A Geotextile- Encased Check Dam The geotextile- encased check dam shall be a urethane foam core encased in geotextile material. The minimum length of the unit shall be 7 feet. The foam core shall be a minimum of 8 inches in height, and have a minimum base width of 16 inches. The geotextile material shall overhang the foam by at least 6 inches at each end, and shall have apron -type flaps that extend a minimum of 24 inches on each side of the foam core. The geotextile material shall meet the requirements for silt fence in Section 9 -33. Installation of geotextile- encased check dams shall be in accordance with the Plans, and shall be anchored to hold it firmly in place under all conditions. 8- 01.3(5)B Rock Check Dam The rock used to construct rock check dams shall meet the requirements for quarry spalls, in accordance with Section 9 -13.6. Rock check dams shall be installed in a triangular shape, with approximately 2:1 slopes on both the upstream and downstream faces. Z:WAN \SPECS\98113- YK -YGW M.wpd 35 8- 01.3(5)C Sandbag Check Dam Sandbags shall be placed so that the initial row makes tight contact with the ditch line for the length of the dam. Subsequent rows shall be staggered such that the center of the bag is centered over the space between bags on the previous lift. 8- 01.3(6) Stabilized Construction Entrance Temporary stabilized construction entrance shall be constructed in accordance with the Plans, prior to beginning any clearing, grubbing, earthwork, or excavation. When the stabilized entrance becomes ineffective due to buildup of material, the Contractor shall either rehabilitate the existing entrance to original condition, or construct a new entrance. When the contract requires a tire wash in conjunction with the stabilized entrance, the Contractor shall include details for the tire wash and the method for containing and treating the sediment -laden runoff as part of the erosion control plan. All vehicles leaving the site shall stop and wash sediment from their tires. 8- 01.3(7) Street Cleaning Self- propelled pick -up street sweepers shall be used, whenever required by the Engineer, to prevent the transport of sediment and other debris off the project site. Street washing with water will require approval by the Engineer. 8- 01.3(8) Inlet Protection Inlet protection can be in the form of internal or external devices and shall be installed prior to clearing, grubbing, or earthwork activities. Inlet protection devices shall be as specified in the Plans. When the depth of accumulated sediment and debris reaches approximately one -half the height of an internal device or one -third the height of the external device (or less if so specified by the manufacturers), the deposits shall be removed and stabilized on site. Internal devices shall be prefabricated units specifically designed for inlet protection and shall have the following features: 1. The strength requirement for the filter fabric shall meet or exceed the requirements of Table 1 for Moderate Survivability, and the minimum filtration properties of Table 2, in Section 9 -33.2. 2. Shall be sized for the storm water structure it will service. 3. Shall have a built -in high -low relief system. 4. Shall have a retrieval system for removal of the device without spilling the contained material. 5. Shall remain securely attached to the drainage structure when fully loaded with sediment and debris, or at the maximum level of sediment and debris specified by the manufacturer. External devices may be silt fence or prefabricated units specifically designed for inlet protection having the following features: Z:UAN \ SPECS \98113- YK -YGW M.wpd 36 1. Filter fabric shall meet or exceed the requirements for silt fence in Section 9 -33.2. 2. The top of the device shall be at least 2 feet above the grate. 3. Shall remain securely in place over the drainage structure under all conditions. Check dams or functionally equivalent devices may be used as inlet protection devices with the approval of the Engineer. 8- 01.3(9) Sediment Control Barriers Sediment control barriers shall be constructed, on contours, in the areas of clearing, grubbing, earthwork, or drainage prior to starting those activities. The Contractor may substitute a different control barrier for that specified with approval of the Engineer. The sediment control barriers shall be maintained until vegetation has been established. 8- 01.3(9)A Silt Fence Silt fence shall be constructed in accordance with the Plans. Back -up support for the geotextile in the form of steel wire or plastic mesh is optional, depending on the properties of the geotextile selected for use in Table 6 in Section 9 -33.2. If back -up support is used, steel wire shall have a maximum mesh spacing of 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation as the geotextile it supports. The geotextile shall be attached on the up -slope side of the posts and support system using staples, wire, or in accordance with the manufacturer's recommendations. The geotextile shall be sewn together at the point of manufacture, or at a location approved by the Engineer, to form geotextile lengths as required. All sewn seams and overlaps shall be located at a support post. Posts shall be either wood or steel. Hardwood posts shall have minimum dimensions of 1 -1/4 inches by 1 -1/4 inches by the minimum length shown in the Plans. Steel posts shall consist of U, T, L, or C shape posts with a minimum weight of 1.35 lbs /ft, or other steel posts having equivalent strength and bending resistance to the posts listed. When sediment deposits reach approximately one -third the height of the silt fence, the deposits shall be removed or a second silt fence shall be installed, as determined by the Engineer. 8- 01.3(9)B Gravel Filter or Wood Chip Berm The gravel filter berm shall be a minimum of one foot in height and shall be maintained at this height for the entire time they are in use. The wood chip berm shall be a minimum of two feet in height and shall be maintained at this height for the entire time they are in use. 8- 01.3(9)C Brush Barrier Brush shall be placed in a row, approximately 3 to 5 feet wide and at least 2.5 feet high and with construction geotextile for silt fence placed over the pile. The geotextile shall be anchored in a 6 inch wide by 6 inch deep trench on the upstream side of the barrier, and anchored using stakes on the downstream side. Z:VAMSPECS\98113- YK -YGW M.wpd 37 When no longer required, the geotextile material shall be removed, and the brush left in place. 8- 01.3(9)D Straw Bale Barrier Straw bale barriers shall be embedded in a trench the width of the bales for the length of the barrier and a minimum of four inches deep. The material excavated from the trench shall be placed and compacted against the uphill side of the bales. The bales shall be placed on their sides so that the bindings are not touching the ground. The ends of the bales shall be tightly abutting one another, and all spaces that do exist between bales shall be firmly packed with straw. Each bale shall be anchored using two stakes of wood or steel, driven flush with the top of the bale and extending through the bale and into the ground a minimum of 18 inches. The first stake shall be driven on an angle towards the previously laid bale. 8- 01.3(10) Wattles Wattles shall consist of cylinders of biodegradable plant material such as straw, coir, or wood shavings encased within biodegradable or photodegradable netting. Rolls shall be least 6 inches in diameter, unless otherwise specified. Wattles shall be installed as soon as construction will allow or when designated by the Engineer. Wattles shall be placed in shallow trenches and staked along the contour of disturbed or newly constructed slopes, in accordance with the Plans, perpendicular to the flow direction and parallel to the slope contour. The wattles shall be installed at the intervals designated by the Engineer. Trench construction and wattle installation shall begin from the base of the slope and work uphill. Excavated material shall be spread evenly along the uphill slope and compacted using hand tamping or other method approved by the Engineer. On gradually sloped or clay -type soils trenches shall be 2 to 3 inches deep. On loose soils, in high rainfall areas, or on steep slopes, trenches shall be 3 to 5 inches deep, or half the thickness of the wattle. The wattle shall be installed snugly into the trench, abutting adjacent wattles tightly, end to end, without overlapping the ends. Wattles shall be staked at each end and at 4 foot centers along their entire length. When trench conditions require, pilot holes for the stakes shall be driven through the wattle and into the soil using a straight bar. Stakes shall be driven through the middle of the wattle, leaving 2 to 3 inches of the stake protruding above the wattle. Wattles shall be inspected regularly to ensure they remain thoroughly entrenched and in contact with the soil, and immediately after a runoff producing rainfall. 8- 01.3(11) Maintenance Erosion control devices shall be maintained so they properly perform their function until the Engineer determines they are no longer needed. The devices shall be inspected on the schedule outlined in Section 8- 01.3(1)B for damage and sediment deposits. Damage to or undercutting of the device shall be repaired immediately. Unless otherwise specified, when the depth of accumulated sediment and debris reaches approximately one -third the height of the device the deposits shall be removed. Debris or Z:\JAN \SPECS\98113- YK -YGW M.wpd 38 • contaminated sediment shall be disposed of in accordance with Section 2 -01.2. Clean sediments may be stabilized on site if the Engineer approves. Erosion control devices that have been damaged shall be repaired or replaced immediately by the Contractor, in accordance with Section 1- 07.13(4). 8- 01.3(12) Removal and Reuse When the Engineer determines that an erosion control device is no longer required, the Contractor shall remove the device and all associated hardware from the project limits unless it qualifies for reuse as described below. If the materials are biodegradable, the Engineer may approve leaving the temporary device in place. A previously used erosion control device may be reused on this Contract, provided: 1. The device has been thoroughly cleaned of all debris; 2. The device is free of tears, holes, or other damage 3. The Engineer has visually inspected the device and has determined it to be intact and not compromised as to performance 8 -01.4 Measurement ESC lead will be measured by the day, for each day that an inspection is made and a report is filed. Seeding, fertilizing, liming, mulching, and soil binder or tacking agent will be measured in acres by ground slope measurement or through the use of design data. Measurement of erosion control blanket and of plastic covering will be by the square yard measurement of surface area covered and accepted. Check dams will be measured by the linear foot along the ground line of the completed check dam. Stabilized construction entrance will be measured by the square yard for each entrance constructed. Tire wash facilities will be measured per each for each wash installed. Street cleaning will be measured by the hour for the actual time spent cleaning pavement, as authorized by the Engineer. Time to move the equipment to or from the area on which street clean- ing is required will not be measured. Inlet protection will be measured per each for each initial installation at a drainage structure. Replacement of damaged protection devices will not be measured. Silt fence, gravel and wood chip berms, and Brush Barrier will be measured by the linear foot along the ground line of completed barrier. Straw bale barrier will be measured per each for each bale placed in the initial installation at a barrier location. Z:VAN \SPECS\98113- YK -YGW M.wpd 39 Wattle will be measured by the linear foot along the ground line of the completed wattle. 8 -01.5 Payment Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the proposal: "ESC Lead," per day. "Seeding," per acre. "Seeding and Fertilizing," per acre. "Seeding, Fertilizing, and Mulching," per acre. "Seeding and Mulching," per acre. "Fertilizing," per acre. "Second Application of Fertilizer," per acre. "Liming," per acre. "Mulching," per acre. "Soil Binder or Tacking Agent," per acre. "Erosion Control Blanket," per square yard. "Plastic Covering," per square yard. "Check Dam," per linear foot. When the Engineer approves substitutions in check dam types, payment will be made at the unit contract price for the original item. If the Engineer determines that the substitution is not effective, the Contractor shall install the original item at no expense to the Contracting Agency. "Stabilized Construction Entrance," per square yard. "Tire Wash," per each. The unit contract per each for "Tire Wash" shall include all costs associated with constructing, operating, maintaining, and removing the tire wash. "Street Cleaning," per hour. "Inlet Protection," per each. "Silt Fence," per linear foot. "Gravel Filter Berm," per linear foot. Z:WAN \SPECS\98113•YK -YGW M.wpd 40 "Wood Chip Berm," per linear foot. "Brush Barrier," per linear foot. "Straw Bale Barrier, per each. When the Engineer approves substitutions in barrier types, payment will be made at the unit contract price for the original item. If the Engineer determines that the substitution is not effective, the Contractor shall install the original item at no expense to the Contracting Agency. "Wattle," per linear foot. Sediment removal from and maintenance of erosion control devices will be paid by force account under the item "Temporary Water Pollution /Erosion Control." "Temporary Water Pollution /Erosion Control," by force account as provided in Section 1 -09.6. To provide a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the Contractor's total bid. The Contractor shall bear full responsibility for water pollution and erosion control in all sources of material, disposal sites, and haul roads the Contractor provides. All costs for this work shall be included in the various unit prices for materials obtained from or hauled to Contractor - provided sites. SECTION 8 -02, ROADSIDE PLANTING August 6, 2001 Section 8 -02 Roadside Planting is deleted in its entirety and replaced with the following: 8 -02 ROADSIDE PLANTING 8 -02.1 Description This work shall consist of furnishing and placing topsoil and soil amendments, and furnishing and planting trees, whips, shrubs, ground covers, cuttings, live stakes, live poles, rhizomes, tubers, and seedlings in accordance with these Specifications and as shown in the Plans or as directed by the Engineer. Trees, whips, shrubs, ground covers, cuttings, live stakes, live poles, rhizomes, tubers, rootstock, and seedlings will hereinafter be referred to collectively as "plants" or "plant material." 8 -02.2 Materials Materials shall meet the requirements of the following sections: Topsoil, Type A, Type B, and Type C 9 -14.1 Seed 9 -14.2 Fertilizer 9 -14.3 Mulch and Amendments 9 -14.4 Matting 9 -14.5 Z:WAN \SPECS \98113- YK -YGW M.wpd 41 Plant Materials 9 -14.6 Stakes, Guys, and Wrapping 9 -14.7 Irrigation Water 9 -25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8 -02.3 Construction Requirements 8- 02.3(1) Responsibility During Construction The Contractor shall ensure adequate and proper care of all plant material and work done on this project until all plant establishment periods required by the contract are complete or until physical completion of the project, whichever is last. Existing vegetation shall not be disturbed unless required by the Contract or approved by the Engineer. Adequate and proper care shall include, but is not limited to, keeping all plant material in a healthy, growing condition by watering, cultivating, pruning, and spraying. Plant material crowns, runners, and branches shall be kept free of mulch at all times. This work shall include keeping the planted areas free from insect infestation, weeds, litter, and other debris along with retaining the finished grades and mulch in a neat uniform condition. The Contractor shall have sole responsibility for the maintenance and appearance of the roadside planting. 8- 02.3(2) Roadside Work Plan Before starting any work described in Sections 8 -02 and 8 -03, the Contractor shall submit a roadside work plan for approval by the Engineer. The roadside work plan shall define the work necessary to provide all contract requirements, including: plant area preparation, planting, plant replacement, irrigation, and weed control in narrative form. The roadside work plan shall include a progress schedule in accordance with Section 1 -08.3, a weed control plan, and a plant establishment plan in accordance with Section 8- 02.3(13). An emergency contact person for the Contractor shall also be listed. Should any part of the roadside work plan become unworkable at any time, the Contractor shall submit, and receive, approval of a revised plan prior to proceeding with further work. The weed control plan shall show the scheduling of all weed control measures required under the Contract including hand weeding, rototilling, applications of herbicides, noxious weed control, and shoulder slope weed control. Target weeds and unwanted vegetation to be removed (no live top growth or roots) shall be identified and listed in the weed control plan. The plan shall be prepared and signed by a licensed pest control consultant if chemical pesticides are proposed. The plan shall include methods of weed control; dates of weed control operations; and the name, application rate, and Material Safety Data Sheets of all proposed herbicides. In addition, the Contractor shall furnish the Engineer with a copy of the current product label for each pesticide and spray adjuvant to be used. These product labels shall be submitted with the weed control plan for approval. No on -site soil placement, grading, weed control, irrigation, or planting work shall begin until the plan is approved. Upon approval of the roadside work plan by the Engineer, the Contractor shall proceed in accordance with the approved plan. Z:V AN \SPECS\98113 -YK -YG W M.wpd 42 8- 02.3(2)A Chemical Pesticides Application of chemical pesticides shall be in accordance with the label recommendations, the Department of Ecology, local sensitive area ordinances, and Washington State Department of Agriculture orders. The applicator shall be licensed by the State of Washington for the class of pesticide utilized. The Contractor shall furnish the Engineer evidence that all operators are licensed and that the pesticide used is registered for use by the Washington State Department of Agriculture. The Contractor shall furnish the Engineer a copy of the product label and material safety data sheet for each pesticide to be used. All ' chemicals shall be delivered to the job site in unopened containers. The licensed applicator shall complete a Commercial Pesticide Application Record (DOT Form 540 -509) daily with a copy furnished to the Engineer daily. The Contractor shall use extreme care to ensure confinement of the chemicals within the areas designated. The use of spray chemical pesticides shall require the use of antidrift and activating agents, and a spray pattern indicator. The Contractor shall assume all responsibility for rendering any area unsatisfactory for planting by reason of chemical application. Damage to adjacent areas, either on or off the highway right of way, shall be repaired to the satisfaction of the Engineer or the property owner, and the cost of such repair shall be borne by the Contractor. 8- 02.3(2)B Noxious Weed Control Those weeds specified as noxious by the Washington State Department of Agriculture, the local Weed District, or the County Noxious Weed Control Board shall be controlled on the project in accordance with the weed control plan or as directed by the Engineer. None of the weeds and unwanted vegetation existing in planting areas will be considered noxious for the purpose of this contract. 8- 02.3(2)C Shoulder Slope Weed Control During the life of the contract, the Contractor shall apply a nonselective residual herbicide to the area between the edge of paved shoulders and a point shown in the Plans or as designated by the Engineer. The Contractor shall make additional applications when ordered by the Engineer. A nonselective herbicide recommended for use adjacent to shrub and grass areas, and in ditches shall be used. 8- 02.3(2)D Plant Establishment Plan The Contractor shall submit a first -year plant establishment plan, for approval by the Engineer. The Plan shall show the proposed scheduling of activities, materials, and equipment to be utilized for the first -year plant establishment. The Plan shall include the management of the irrigation system. Should the plan become unworkable at any time during the first -year plant establishment, the Contractor shall submit a revised plan. ' 8- 02.3(3) Planting Area Weed Control All planting areas shall be prepared so that they are weed- and debris -free at the time of planting and until completion of the project. The planting areas include the entire ground surface, regardless of cover, within all planting beds, planting zones, types, or areas shown in the Plans. At no time during the life of the Contract shall the Contractor allow weeds to reach seed stage. The Contractor shall not allow live stolons or roots of unwanted vegetation to remain for more than two weeks after notification that such a condition exists. Z:\JAN \SPECS\98113•YK•YGW M.wpd 43 All applications of post- emergent herbicides shall be made while green and growing tissue is present. Should unwanted vegetation reach the seed stage, in violation of these Specifications, the Contractor shall physically remove and bag the seed heads. All physically removed vegetation and seed heads shall be disposed of off site at no cost to the Contracting Agency. 8- 02.3(4) Topsoil Topsoil shall be evenly spread over the specified areas to the depth shown in the Plans or as otherwise ordered by the Engineer. The soil shall be cultivated to a depth of 1 foot or as specified in the Special Provisions or the Plans. After the topsoil has been spread, all large clods, hard lumps, rocks 2 inches in diameter and larger, and litter shall be raked up, removed, and disposed of by the Contractor. Topsoil shall not be placed when the ground or topsoil is frozen, excessively wet, or in the opinion of the Engineer in a condition detrimental to the work. 8- 02.3(4)A Topsoil Type A Topsoil Type A shall be as specified in the Special Provisions. 8- 02.3(4)B Topsoil Type B Topsoil Type B shall be native topsoil taken from within the project limits and shall meet the requirements of Section 9- 14.1(2). Topsoil Type B shall be taken from areas designated by the Engineer to the designated depth and stockpiled at locations that will not interfere with the construction of the project, as approved by the Engineer. Areas beyond the slope stakes shall be disturbed as little as possible in the above operations. When topsoil Type B is specified, it shall be the Contractor's responsibility to perform the excavation operations in such a manner that sufficient material is set aside to satisfy the needs of the project. Upon physical completion of the work, topsoil Type B remaining and not required for use on the project shall be disposed of by the Contractor at no expense to the Contracting Agency and to the satisfaction of the Engineer. Should a shortage of topsoil Type B occur, and the Contractor has wasted or otherwise disposed of topsoil material, the Contractor shall furnish topsoil Type C at no expense to the Contracting Agency. Topsoil Type B will not be considered as selected material, as defined in Section 2- 03.3(10), and the conditions of said section shall not apply. Materials taken from roadway excavation, borrow, stripping, or other excavation items, and utilized for topsoil, will not be deducted from the pay quantities for the respective items. 8- 02.3(4)C Topsoil Type C Topsoil Type C shall be native topsoil obtained from a source provided by the Contractor outside of the Contracting Agency -owned right of way. Topsoil Type C shall meet the requirements of Section 8- 02.3(4)B and Section 9- 14.1(2). Z:WAN \SPECS \98113 -YK -YG W M.wpd 44 8- 02.3(5) Soil Preparation The work involved in preparing planting areas shall be conducted so the flow line in drainage channels is maintained. Material displaced by the Contractor's operations, which interferes with drainage, shall be removed from the channel and disposed of as approved by the Engineer. The planting area shall be weed -free with no top growth or live roots before any soil work begins. Before planting and final grading takes place, the area shall be cultivated when specified in the Plans or the Special Provisions. The areas shall be brought to a uniform grade, 1 inch, or the specified depth of mulch, below walks, curbs, junction and valve boxes, and driveways, unless otherwise specified. All excess material and debris, stumps, and rocks larger than 3 inches, shall be removed and disposed of off the project site or as approved by the Engineer. 8- 02.3(6) Soil Amendments Soil amendments of the type and quantities specified shall be applied where shown in the Plans or Special Provisions. Soil amendments shall be thoroughly mixed with the soil to produce a uniform blend as specified in the Plans or Special Provisions. 8- 02.3(7) Layout of Planting In mixed planting areas, trees shall be planted first, followed by the larger shrubs, low shrubs, seedlings, ground covers, cuttings, and live stakes. All location layout and staking shall be the responsibility of the Contractor, subject to approval of the Engineer before planting of each item begins. The Engineer will make only the field measurements necessary to calculate and verify quantities for payment. All trees to be planted in mowable grass areas shall be located a minimum of 10 feet from the edge of planting beds, other trees, fence lines, and bottom of ditches unless otherwise specified. Tree locations shown in the Plans shall be considered approximate unless shown with stationing and offset distance. For locations not shown with stationing and offset, the tree locations shall be located as specified by the Engineer. In irrigated areas, tree trunk locations shall be a minimum distance of one -third the radius of the coverage of sprinkler heads. Unless otherwise shown, planting beds located adjacent to roadways shall begin at the shoulder subgrade. Where a ditch section exists, no plants shall be placed closer than 5 feet from the bottom of the ditch. 8- 02.3(8) Planting No plant material shall be planted until it has been inspected and approved for planting by the Engineer. Rejected material shall be removed from the project site. Z:UAN \SPECS\98113- YK -YGW M.wpd 45 Under no circumstances will planting during freezing weather or in frozen ground be permitted. All planting shall be accomplished during the following periods: 1. Non - irrigated Plant Material September 15 to March 31. 2. Irrigated Plant Material In irrigated areas, no planting shall be done until the irrigation system is operational. Plants shall not be placed in areas that are below the finished grade. Planting hole sizes for plant material shall be in accordance with the details shown in the Plans. Any glazed surface of the planting hole shall be removed by hand methods. Drainage, conforming to the details shown in the Plans, shall be provided for all trees and shrubs. Plant material supplied in containers shall not be removed from the containers until the time of planting at the planting location. Roots of bare root stock shall not be bunched, curled, twisted, or unreasonably bent when placed in the planting hole. All bare root plant material shall be dormant at the time of planting. After placing balled and burlapped plants, all inorganic, plastic, or treated burlap and all string or wire lacing shall be completely removed. A burlap -lined wire basket container may be used in lieu of laced burlap. The top 1/2 of the basket shall be removed after the plant is positioned in the planting hole. The plant material shall be handled in such a manner that the root systems are kept covered and damp at all times. The root systems of all bare root plant material shall be dipped in a slurry of silt and water immediately prior to planting. The root systems of container plant material shall be moist at the time of planting. In their final position, the plants shall have the same relationship to the finished grade as when growing in the nursery or container. After planting, the backfill material and rootball shall be thoroughly watered in within 24 hours. The Contractor shall provide and apply an anti - desiccant substance to all coniferous plant material and to all deciduous trees (when in leaf) before the plants leave the nursery. The Contractor shall supply a letter of certification that the anti - desiccant has been applied in accordance with the manufacturer's recommendations. 8- 02.3(9) Pruning, Staking, Guying, and Wrapping All plants shall be pruned at the time of planting to remove minor broken or damaged twigs, branches or roots. Pruning shall be done with a sharp tool and shall be done in such a manner as to retain or to encourage natural growth characteristics of the plants. When the lowest branch on a 2 -inch caliper or larger deciduous tree occurs at 3 feet or more from ground level, the trunks shall be wrapped with a tree wrapping material. Tree wrap may be self- adhering or secured using tape. Staples will not be allowed. Each tree shall be staked or guyed before completion of the backfilling in accordance with the details shown in the Plans. Z:\JAN \SPECS\98113 -YK -YG W M.wpd 46 All staking, guying, and wrapping shall be completely removed at the end of the first year of plant establishment, unless otherwise directed by the Engineer. 8- 02.3(10) Fertilizers Fertilizers shall be applied in the form specified in the Special Provisions. Application procedures shall be in accordance with the manufacturer's recommendations or as specified in the Special Provisions. The Contractor shall submit for approval a guaranteed fertilizer analysis label for the selected product. 8- 02.3(11) Bark or Wood Chip Mulch Bark or wood chip mulch of the type and depth specified shall be applied where shown in the Plans or specified in the Special Provisions. Any contamination of the mulch due to the Contractor's operations shall be corrected to its former condition at the Contractor's expense. Mulch shall be feathered to plant material trunks, stems, canes, or root collars, and 1 inch below the top of junction and valve boxes, curbs, and pavement edges. All plant crowns shall be free of mulch. Mulch placed to a thickness greater than specified shall be at no additional cost to the Contracting Agency. 8- 02.3(12) Completion of Initial Planting Upon completion of the initial planting within a designated area, the Engineer will make an inspection of all plant material and notify the Contractor, in writing, of any replacements or corrective action necessary to meet the Contract Provisions. The Contractor shall replace all materials rejected or missing and correct unsatisfactory conditions. Completion of the initial planting within a designated area includes the following: 1. A minimum of 95 percent of each of the plant material categories (trees, whips, shrubs, groundcovers, and seedlings) shall be installed per the Contract Provisions. 2. Planting area cleanup. 3. Repairs completed for the entire project, including, but not limited to, full operation of the irrigation system, complete mulch coverage, and all weeds controlled. 4. Approval of plant establishment plan. 8- 02.3(13) Plant Establishment Plant establishment shall consist of caring for all plants planted on the project and caring for the planted areas within the project limits. The provisions of Section 1 -07.13 do not apply to this section. The first year of plant establishment shall begin immediately upon written notification from the Engineer of the acceptance of initial planting for the entire project. The first -year plant establishment period shall be a minimum of one calendar year. A second -year plant establishment, if included in the Contract, shall begin immediately at the written acceptance of the first -year plant establishment period and shall be one full calendar year if there is a third -year plant establishment. Without a third -year plant establishment, it shall be a minimum of six months or until October 31, whichever is later. Z:\JAN \SPECS\98113- YK -YGW M.wpd 47 Third -year plant establishment, when included in the contract, shall begin immediately at the completion of the second -year plant establishment period. If the second -year plant establishment period ends on or before May 31, third -year plant establishment shall end on October 31 of the same year. If the second -year plant establishment period ends after May 31, third -year plant establishment shall end on October 31 of the following year. During the first -year plant establishment period, it shall be the Contractor's responsibility to ensure the resumption and continued growth of the transplanted material. This care shall include, but not be limited to, labor and materials necessary for removal of foreign, dead, or rejected plant material, maintaining a weed -free condition, and the replacement of all unsatisfactory plant material planted under the contract. The Contractor shall replace all plants stolen or damaged by the acts of others. The Contractor shall meet with the Engineer for the purpose of joint inspection of the planting material on the closest working day to the first day of the month. All conditions unsatisfactory to the Engineer shall be corrected by the Contractor within a 10 -day period immediately following the inspection. Failure to comply with corrective steps as outlined by the Engineer shall constitute justification for the Contracting Agency to take corrective steps and to deduct all costs thereof from any monies due the Contractor. At the end of the plant establishment period, plants that do not show normal growth shall be replaced. All automatic irrigation systems shall be operated fully automatic during the plant establishment period and until final acceptance of the contract. During the second- and third -year plant establishment periods, the Contractor shall perform work as described above on a force account basis at the direction of the Engineer. 8- 02.3(14) Plant Replacement The Contractor shall be responsible for growing or providing enough plants for replacement of all plant material rejected through first -year plant establishment. All rejected plant material shall be replaced at dates approved by the Engineer. All replacement plants shall be of the same species and quality as the plants they replace. Plants may vary in size reflecting one season of growth should the Contractor elect to hold plant material under nursery conditions for an additional year to serve as replacement plants. 8- 02.3(15) Lawn Installation In irrigated areas, lawn installation shall not begin until the sprinkler system is operational. Seed mix and rate of application shall be as specified in the Special Provisions. Unless otherwise approved by the Engineer, seeded lawn installation shall be performed during the following periods of any year at the location shown: West of the summit of the Cascade Range - March 1 to October 25. East of the summit of the Cascade Range - April 15 to October 1. The Contractor shall have the option of sodding in lieu of seeding for lawn installation at no additional expense to the Contracting Agency. Seeding in lieu of sodding will not be allowed. Z:WAN \SPECS\98113- YK -YGW M.wpd 48 Topsoil for seeded or sodded lawns shall be placed at the depth and locations shown in the Plans. The topsoil shall be tilled to a depth sufficient to key into the subsoil, raked to a smooth even grade without low areas to trap water and compacted, all as approved by the Engineer. Sod strips shall be placed within 48 hours of being cut. Placement shall be without voids and have the end joints staggered. The sod shall be rolled with a smooth roller following placement. Barriers shall be erected, with warning signs where necessary, to preclude pedestrian traffic ' access to the newly placed lawn during the establishment period. 8- 02.3(16) Lawn Establishment Lawn establishment shall consist of caring for all new lawn areas within the limits of this project. The lawn establishment period shall begin immediately after the lawn planting has been accepted by the Engineer and shall extend to the end of four mowings. During the lawn establishment period, it shall be the Contractor's responsibility to ensure the continuing healthy growth of the turf. This care shall include labor and materials necessary to keep the project in a presentable condition including, but not limited to, removal of litter, mowing, trimming, removal of grass clippings, edging, fertilization, insecticide and fungicide applications, weed control, repairing irrigation system, and repair and reseeding any and all damaged areas. Temporary barriers shall be removed only on written permission from the Engineer. All work performed under lawn establishment shall comply with established turf manage- ment practices. Acceptance of lawn planting as specified shall be based on a uniform stand of grass and a uniform grade at the time of final inspection. Areas that are bare or have a poor stand of grass, and areas not having a uniform grade through any cause before final inspection, shall be recultivated, regraded, reseeded, or resodded and refertilized as specified at no additional cost to the Contracting Agency. 8- 02.3(17) Lawn Mowing Lawn mowing shall begin immediately after the lawn establishment period has been accepted by the Engineer and shall extend to the end of the contract or the first -year plant establishment, whichever is last. The Contractor shall accomplish the following minimum requirements: 1. Mowing, trimming, and edging shall be done as often as conditions dictate. Maximum height of lawn shall not exceed 3 inches. The cutting height shall be 2 inches. Cuttings, trimmings, and edgings shall be disposed of off the project site. 2. Water application shall be as often as conditions dictate depending on weather and soil conditions. Z:\JAN \SPECS\98113- YK -YGW M.wpd 49 3. Provide fertilizer, weed control, and other measures as necessary to maintain a healthy stand of grass. 8 -02.4 Measurement Measurement for topsoil, Type A, Type B, and Type C, will be by the cubic yard in the haul conveyance at the point of delivery. The quantity of excavation taken from roadway excavation, borrow, strippings, or other excavation item to be utilized as topsoil Type B will not be deducted from the pay quantities of the respective items. If haul is to be paid on the excavated item from which topsoil Type B material is taken, no deduction will be made in the mass diagram for the quantity so taken. The topsoil Type B material will be considered as having been hauled into the general distribution of the excavated material. The pay quantities for plant materials will be determined by count of the number of satisfactory plants in each category accepted by the Engineer. Fertilizer will be measured in pounds determined by the count of the containers and the mass of fertilizer per container. Topsoil Type , mulch, and soil amendments will be measured by the cubic yard in the haul conveyance or container at the point of delivery. Water will be measured in accordance with Section 2 -07.4. Measurement will be made of only that water hauled in tank trucks or similar equipment. Shoulder slope weed control will be measured along the ground slope and computed in square yards. Seeded lawn, sod installations, and lawn mowing will be measured along the ground slope and computed in square yards of actual lawn completed, established, and accepted. 8 -02.5 Payment Payment will be made in accordance with Section 1 -04.1, for each of the following listed bid items that are included in the proposal: "Topsoil Type ," per cubic yard. The unit contract price per cubic yard for "Topsoil Type " shall be full pay for providing the source of material for Topsoil Type A and C, for exca- vating, loading, hauling, intermediate windrowing, stockpiling, weed control and removal, placing, spreading, processing, cultivating, and compacting Topsoil Type A, Type B, and Type C at the locations shown in the Plans or as directed by the Engineer. "Plant Selection ," per each. "PSIPE ," per each. (PSIPE is Plant Selection Including Plant Establishment.) The unit contract price for "Plant Selection ," per each, and "PSIPE ," per each, shall be full pay for all materials, labor, tools, equipment, and supplies necessary for weed control within the planting area, planting area preparation, fine grading, planting, cultivating, and cleanup for the particular items called for in the Plans. Z:\.JAN \SPECS \98113- YK -YGW M.wpd 50 As the plants that include plant establishment are obtained, propagated, and grown, partial payments shall be made as follows after inspection by the Engineer: Payment of 5 percent of the unit contract price, per each, when the plant materials have been contracted, propagated, and are growing under nursery conditions. The Contractor shall provide the Engineer with certification that the plant material has been procured or contracted for delivery to the project for planting within the time limits of the project. The certification shall state the location, quantity, and size of all material. Payment shall be increased to 15 percent of the unit contract price, per each, upon completion of the initial weed control work. Payment shall be increased to 60 percent of the unit contract price per each for the contracted plant material in a designated unit area when planted. Payment shall be increased to 80 percent of the unit contract price per each for contracted plant material at the completion of the initial planting. Payment shall be increased to the appropriate percentage upon accomplishment of the following phases of plant establishment. 3 months after completion of initial planting 85% 6 months after completion of initial planting 90% Completion of 1st year plant establishment 100% As the plants that do not include plant establishment are obtained, propagated, and grown, partial payments shall be made as follows: Payment of 15 percent of the unit contract price per each when the plant materials have been contracted, propagated, and are growing under nursery conditions. The Contractor shall provide the Engineer with certification that the plant material has been procured or contracted for delivery to the project for planting within the time limits of the project. The certification shall state the location, quantity, and size of all material. Payment shall be increased to 90 percent of the unit contract price per each for contracted plant material at the completion of the initial planting. Payment shall be increased to 100 percent at the physical completion of the contract. All partial payments shall be limited to the actual number of healthy vigorous plants that meet the stage requirements, limited to plan quantity. Payments at any stage shall not constitute acceptance of plants, nor shall the ownership or title transfer to the Contracting Agency. Materials found not acceptable at any stage shall be rejected and replaced at the Contractor's expense. Previous partial payments made for materials rejected or missing will be deducted from future payments due the Contractor. "Plant Establishment - Second Year," by force account. "Plant Establishment - Third Year," by force account. Z:VAN \SPECS \98113- YK -YGW M.wpd 51 "Plant Establishment - Second Year" and "Plant Establishment - Third Year" will be paid for in accordance with Section 1 -09.6. "Fertilizer," per pound. "Noxious Weed Control," by force account. "Noxious Weed Control" will be paid in accordance with Section 1 -09.6 for the control of weeds outside the planting and seeding areas. Removal of weeds or unwanted vegetation existing in planting areas will not be paid for under this item. "Shoulder Slope Weed Control," per square yard. "Insecticide Application," by force account. "Fungicide Application," by force account. "Insecticide Application" and "Fungicide Application" will be paid in accordance with Section 1 -09.6 for the work performed. "Soil Amendment," per cubic yard. "Bark or Wood Chip Mulch," per cubic yard. "Water," per M Gal. No payment will be made for water used to water -in plants or for irrigating plants and lawn located within an area which has a workable sprinkler irrigation system. "Seeded Lawn Installation," per square yard. "Sod Installation," per square yard. "Lawn Mowing," per square yard. The unit contract price per square yard for "Seeded Lawn Installation" or "Sod Installation" shall be full pay for all costs necessary for weed control within the seeding area, to prepare the area, plant or sod the lawn, erect barriers, and establish lawn areas and for furnishing all labor, tools, equipment, and materials necessary to complete the work as specified and shall be paid in the following sequence for healthy, vigorous lawn: Completion of Lawn Planting 60 percent of individual areas Mid Lawn Establishment (after 2 mowings) 85 percent of individual areas. Completion of Lawn Establishment 100 percent of individual areas (after 4 mowings) For the purpose of providing a common proposal for all bidders, the Contracting Agency entered an amount for "Noxious Weed Control," "Insecticide Application," and "Fungicide Application" in the proposal to become a part of the total bid by the Contractor. Z:WAN \SPECS\98113 -YK -YG W M.wpd 52 SECTION 8 -20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL August 6, 2001 8- 20.3(4) Foundations The thirteenth paragraph is revised to read: For slip bases, the combined height of the light standard concrete foundation plus the anchor bolt stub height shall not exceed 4 inches above the ground line. 8- 20.3(8) Wiring The tenth paragraph is revised to read as follows: Every conductor at every wire termination, connector, or device shall have a PVC or polyolefin wire marking sleeve, bearing as its legend the circuit number indicated in the contract. All terminal strips shall also bear the circuit number consistent with the contract. SECTION 9 -03, AGGREGATES August 13, 2001 9- 03.1(1) General Requirements This section is revised to read as follows: Portland cement concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel in accordance with the provisions of Section 3 -01. Aggregates found to be potentially reactive per AASHTO T 303 or ASTM C 1260 shall require mitigating measures. Aggregates for use in Commercial Concrete as defined in 6-02.3(2)B shall not require mitigation. Expansions greater than 0.10 percent determined according to AASHTO T 303 or ASTM C 1260 will be considered to be potentially reactive. The Contracting Agency will conduct AASHTO T 303 in order to determine the potential reactivity of the aggregates, all other testing is the responsibility of the Contractor. Mitigating measures shall include the use of low alkali cement per 9- 01.2(3) and may include the use of fly ash, lithium compound admixtures, or other material as approved by the Engineer. The Contractor shall submit evidence in the form of test results from ASTM C 1260 or AASHTO T 303 that demonstrate the proposed mitigation, when used with the aggregates proposed, will control the potential expansion before the aggregate source may be used in concrete. If fly ash is used, the Contractor shall provide test results from ASTM C 441 that show the fly ash does not cause an expansion reaction greater than that of the comparison control mixture prepared with cement of alkali between 0.40 and 0.60 percent. Mitigating measures will not be required if the Contractor provides test results from ASTM C 1293 or ASTM C 295 that indicate the aggregate is not reactive. An expansion of less than 0.04 percent per ASTM C 1293 or an aggregate composition containing less than the following materials per ASTM C 295 will be considered evidence that the aggregates are not reactive. Mineral Limit Optically strained, microfractured, or microcrystalline quartz 5.0% (max.) Chert or chalcedony 3.0% (max.) Tridymite or cristobalite 1.0% (max.) Opal 0.5% (max.) Natural volcanic glass 3.0% (max.) Z:\JAN \SPECS\98113- YK -YGW M.wpd 53 All these mineral limits are based on the total aggregate sample. 9- 03.1(4)A Deleterious Substances In the second paragraph the reference to "WSDOT Method 103" is revised to "WAQTC FOP for TM 1." 9- 03.1(4)C Grading In paragraph one, the column "Passing Sieve Size" is revised to read as follows: Passing Sieve Size 2" square 1 1/2" square 1" square 3/4" square 1/2" square 3/8" square U.S. No. 4 U.S. No. 8 U.S. No. 16 9- 03.1(5) Combined Aggregate Gradation for Portland Cement Concrete Aggregates shall consist of sand, gravel, crushed stone, or other inert material or combinations thereof, having hard, strong durable particles free from adherent coatings. Aggregates shall be washed to remove clay, loam, alkali, organic matter, silt, bark, sticks, or other deleterious matter. 9- 03.1(5)A Deleterious Substances The amount of deleterious substances in the washed aggregate shall not exceed the following values: 1. Particles of specific gravity less than 1.95 2.0 percent by weight 2. Organic matter, by colorimetric test, shall not be darker than the reference Standard color (organic plate No. 3) AASHTO T21 unless other tests prove a darker color to be harmless. 3. Aggregates retained on the U.S. No. 4 sieve shall not have a percentage of wear in Los Angeles machine in excess of 35 after 500 revolutions. 4. Clay lumps 0.3 percent by weight 5. Shale 1.00 percent by weight. 6. Wood Waste 0.03 percent by weight. 7. Amount finer than U.S. No. 200 2.0 percent by weight. 9- 03.1(5)B Grading If a maximum aggregate size is not specified, the Contractor shall determine the maximum aggregate size, using ACI 211.1 as a guide. In no case will the maximum aggregate size exceed one -fifth of the narrowest dimension between sides of the forms, one -third the depth of slabs, nor three - fourths of the minimum clear spacing between individual reinforcing bars, bundles of bars, or pretensioning strands. The combined aggregate gradation when plotted on the 0.45 power chart shall be between two lines. The 0.45 power chart has a vertical axis that is the percent passing and a horizontal axis that is the sieve size raised to the 0.45 power. One line is defined as a line that passes through the point defined as 0 percent passing at the U.S. No. 100 sieve size and the point defined as 100 percent passing at the maximum aggregate sieve size. The other line is defined as a line that Z:'JAN \SPECS\98113- YK -YGW M.wpd 54 passes through the origin and the point defined as 100 percent passing two standard sieve sizes down from the maximum aggregate sieve. The Contracting Agency may sample each component aggregate prior to introduction to the weigh batcher or as otherwise determined by the Engineer. Each separate component will be sieve analyzed alone per AASHTO procedures T-11/27. All material components will be mathematically re- combined by proportions (Weighted Average), supplied by the Contractor. 9- 03.4(2) Grading and Quality The chart for crushed cover stone and crushed screening is revised to read as follows: Crushed Crushed Screening Cover Stone Percent Passing Percent Passing 3/4 " -1/2" 5/8"-No. 4 1/2"-No. 4 3/8 " - #10 No. 4-0" 1" square 100 3/4" square 100 95 -100 100 - -- - -- - -- 5/8" square 95 -100 - -- 95 -100 100 - -- - -- 1/2" square - -- 0 -20 - -- 95 -100 100 - -- 3/8" square - -- 0 -5 - -- - -- 90 -100 100 U.S. No. 4 20 -45 - -- 0 -10 0 -15 30 -56 76 -100 U.S. No. 10 - -- - -- 0 -3 0 -3 0 -10 30 -60 U.S. No. 200 0 -7.5 0 -1.5 0 -1.5 0 -1.5 0 -1.5 0 -10.0 % fracture, by weight, min. 75 75 75 75 75 75 Sand equivalent min. 32 - -- — - -- --- - -- Static Stripping Test Pass Pass Pass Pass Pass Pass 9- 03.6(2) Grading The sieve size "1/4" square" is revised to read "U.S. No. 4." The percent passing "40 -78" is revised to read "32 -72." 9- 03.8(6) Proportions of Materials The grading requirements chart is revised to read as follows: Grading Requirements Class A Class D Class E Class F Class G Sieve Size and B Percent Passing 1 1/4" square - -- - -- 100 - -- — 1" square - -- - -- 90 -100 — — 3/4" square 100 - -- - -- 100 - -- 5/8" square - -- - -- 67 -86 - -- - -- 1/2" square 90 -100 100 60 -80 80 -100 100 3/8" square 75 -90 97 -100 - -- - -- 97 -100 U.S. No. 4 46 -66 30 -50 34 -56 38 -70 50 -78 U.S. No. 8 - -- 5 -15 - -- - -- - -- U.S. No. 10 30 -42 - -- 25 -40 30 -50 32 -53 U.S. No. 40 11 -24 - -- 10 -23 - -- 11 -24 U.S. No. 200 3.0 -7.0 2.0 -5.0 2.0 -9.0 2.0 -8.0 3.0 -7.0 Z:\JAN \SPECS\98113- YK -YGW M.wpd 55 The third paragraph is deleted. 9- 03.8(6)A Basis of Acceptance The second sentence in the first paragraph (1.) is revised to read: For the determination of a project JMF, the Contractor shall submit to the Engineer, representative samples of the various aggregates and blend sand to be used along with the gradation data showing the various aggregate stockpile averages and the proposed combining ratios and the average gradation of the completed mix. Paragraph 3.a. is revised to read: a. Tolerances - Statistical Acceptance. After the JMF is determined, the several constituents of the mixture at the time of acceptance shall conform to the following tolerances: Constituent of Mixture Tolerance Limits The tolerance limit for each mix constituent shall not exceed the broad band specification limits specified in Section 9- 03.8(6), except the tolerance limits for sieves designated as 100% passing will be 99 -100. Aggregate passing 1", 3/4 ", Broad band specification 5/8 ", 1/2", and 3/8" sieves limits Section 9- 03.8(6) Aggregate passing No. 4 sieve ± 6% Aggregate passing No. 10 sieve ± 5% Aggregate passing No. 40 sieve ± 4% Aggregate passing No. 200 sieve ± 2.0% Asphalt cement ± 0.5% For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Section 9- 03.8(6). The second sentence in paragraph 3.c.1. is revised to read: Upon written request from the Contractor, the Project Engineer may approve field adjustments to the JMF including the Contractor's proposed combining ratios for mineral aggregate stockpiles and blend sand. 9- 03.9(1) Ballast The sieve size "1/4 square" is revised to read "U.S. No. 4." The Percent Passing "30 -50" is revised to read "26 -44." 9- 03.9(2) Shoulder Ballast The chart for grading and quality requirements is revised to read as follows: Sieve Size Percent Passing 2 1/2" square 100 2" square 65 -100 3/4" square 40 -80 Z:WAN \SPECS\98113- YK -YGW M.wpd 56 U.S. No. 4 5 max. U.S. No. 100 0 -2 % Fracture 75 min. 9- 03.9(3) Crushed Surfacing The chart for crushed surfacing grading is revised to read as follows: Base Top Course Course and Keystone Sieve Size Percent Passing 1 1/4" square 100 — 1" square 80 -100 — 3/4" square — 100 5/8" square 50 -80 — 1/2" square — 90 -100 U.S. No. 4 25 -45 46 -66 U.S. No. 40 3 -18 8 -24 U.S. No. 200 7.5 max. 10.0 max. Fracture 75 min. 75 min. Sand Equivalent 32 min. 32 min. All percentages are by weight. 9- 03.9(4) Maintenance Rock The grading chart for maintenance rock is revised to read as follows: Sieve Size Percent Passing 5/8" square 100 1/2" square 90 -100 U.S. No. 4 45 -66 U.S. No. 40 10 -25 U.S. No. 200 7 max. All percentages are by weight. 9 -03.10 Aggregate for Gravel Base The grading chart for aggregate for gravel base is revised to read as follows: Sieve Size Percent Passing 2" square 75 -100 U.S. No. 4 22 -100 U.S. No. 200 0 -10 Dust Ratio: % Passing U.S. No. 200 2/3 max. Passing U.S. No. 40 Sand Equivalent 27 min. All percentages are by weight. Z:\JAN \SPECS\98113 -YK -YG W M.wpd 57 Gravel base material retained on a U. S. No. 4 sieve shall contain not more than 0.20 percent by mass of wood waste. 9 -03.11 Recycled Portland Cement Concrete Rubble In the third paragraph, the reference to "1/4 inch" is revised to read "U.S. No. 4." 9- 03.12(2) Gravel Backfill for Walls The grading requirements chart for gravel backfill for walls is revised to read as follows: Sieve Size Percent Passing 4" square 100 2" square 75 -100 U.S. No. 4 22 -66 U.S. No. 200 5.0 max. Dust Ratio: % Passing U.S. No. 200 2/3 max. % Passing U.S. No. 40 Sand Equivalent 52 min. All percentages are by weight. That portion of the material retained on a U.S. No. 4 square opening shall contain not more than 0.20 percent by mass of wood waste. 9- 03.12(3) Gravel Backfill for Pipe Zone Bedding The grading requirements chart for gravel backfill for pipe zone bedding is revised to read as follows: Sieve Size Percent Passing 1" square 100 3/4" square 80 -100 U.S. No. 4 20 -75 U.S. No. 200 15.0 max.* Sand Equivalent 27 min. *5.0 max. for sanitary sewer installations. All percentages are by weight. 9- 03.12(5) Gravel Backfill for Drywells This section is revised to read as follows: Gravel backfill for drywells shall conform to the following gradings: Sieve Size Percent Passing 1 1/2" square 100 1" square 80 -100 3/4" square 0 -20 Z:UAN \SPECS \98113 -YK -YG W M.wpd 58 3/8" square 0 -2 U.S. No. 200 0 -1.5 Alkali silica reactivity testing is not required. 9 -03.13 Backfill for Sand Drains This section is revised to read as follows: Backfill for sand drains shall conform to the following grading: Sieve Size Percent Passing 1/2" square 90 -100 U.S. No. 4 57 -100 U.S. No. 10 40 -100 U.S. No. 50 3.30 U.S. No. 100 0 -4 U.S. No. 200 0 -3.0 All percentages are by weight. 9- 03.13(1) Sand Drainage Blanket This section is revised to read as follows: Aggregate for the sand drainage blanket shall consist of granular material, free from wood, bark, or other extraneous material and shall meet the following requirements for grading: Sieve Size Percent Passing 2 1/2" square 90 -100 U.S. No. 4 24 -100 U.S. No. 10 14 -100 U.S. No. 50 0 -30 U.S. No. 100 0 -7.0 U.S. No. 200 0 -3.0 All percentages are by weight. That portion of backfill for sand drains and sand drainage blanket retained on a U.S. No. 4 sieve shall contain not more than 0.05 percent by mass of wood waste. 9- 03.14(1) Gravel Borrow This section is revised to read as follows: Aggregate for gravel borrow shall consist of granular material, either naturally occurring or processed, and shall meet the following requirements for grading and quality: Sieve Size Percent Passing 4" square' 100 2" Square 75 -100 U.S. No. 4 50 -80 Z:UAN \SPECS\98113 -YK -YG W M.wpd 59 U.S. No. 40 30 max. U.S. No. 200 7.0 max. Sand Equivalent 42 min. All percentages are by weight. 'For geosynthetic reinforced walls or slopes, 100% passing 1-1/4" square sieve and 90 -100% passing 1" square sieve. 9- 03.14(2) Select Borrow This section is revised to read as follows: Material for select borrow shall consist of granular material, either naturally occurring or processed, and shall meet the following requirements for grading and quality: Sieve Size Percent Passing 6" square'' 100 3" square 75 -100 U.S. No. 40 50 max. U.S. No. 200 10.0 max. Sand Equivalent 22 min. All percentages are by weight. 'For geosynthetic reinforced slopes, 100% passing 1 1/4" square sieve and 90 -100% passing 1" square sieve. 2 100% shall pass 4" square sieve and 75 -100% shall pass 2" square sieve when select borrow is used in the top 2 feet of embankments or where Method C compaction is required. 9- 03.14(3) Common Borrow In the third paragraph the reference to "Standard Test Designation" is revised to "Test Method." 9 -03.18 Foundation Material Class C The reference to "1/4 -inch sieve" is revised to read "U.S. No. 4." 9 -03.20 Test Methods for Aggregates This section is revised to read as follows: The properties enumerated in these Specifications shall be determined in accordance with the following methods of test: Title Test Method Sampling WSDOT FOP for AASHTO T 2 Organic Impurities AASHTO T 21 Clay Lumps in Aggregates AASHTO T 112 Abrasion of Coarse Aggregates by Use of the Los Angeles Machine AASHTO T 96 Material Finer than U.S. No. 200 Sieve in Aggregates AASHTO T 11 Z:UAN \SPECS \98113- YK -YGW M.wpd 60 Percent of Fracture in Aggregates WAQTC FOP for TM 1 Sieve Analysis of Fine and Coarse Aggregates WAQTC FOP for T 27/11 Sand Equivalent Test for Surfacing Materials WSDOT FOP for AASHTO T 176 Alternate Method 2, the pre -wet condition Determination of Degradation Value WSDOT T 113 Determination of Fineness Modulus AASHTO T 27 Particle Size Analysis of Soils AASHTO T 88 Stabilometer R Value, Untreated Materials WSDOT T 611 Swell Pressure and Permeability WSDOT T 611 Stabilometer S Value, Treated Materials WSDOT T 703 Gradation of Aggregates in ACP WSDOT FOP for AASHTO T 30 Determining Stripping of Asphalt Concrete WSDOT T 718 Compressive Strength of Concrete WSDOT FOP for AASHTO T 22 Flexural Strength of Concrete WSDOT T 802 9- 03.21(2) Recycled Glass Aggregate In the second paragraph, the second sentence is revised to read as follows: Sieve analysis shall be conducted according to WAQTC FOP for AASHTO T 27/11 on at least a quarterly basis by the product supplier. In the fourth paragraph, the third sentence is revised to read as follows: Sample collection shall be conducted according to WSDOT FOP for AASHTO T 2. SECTION 9 -14, EROSION CONTROL AND ROADSIDE PLANTING May 29, 2001 9- 14.4(3) Bark or Wood Chips The reference to "1/4- inch" is revised to read "U.S. No. 4." SECTION 9 -16, FENCE AND GUARDRAIL August 6, 2001 9- 16.2(4) Brace Wire The reference to "Class 2" is revised to "Class 3." 9- 16.2(6) Barbed Wire The reference to "Class 2 or 3" is revised to "Class 3." 9- 16.3(1) Rail Element The third paragraph is revised to read as follows: The 6 -inch channel rails and splice plates shall conform to ASTM A 36. All fabrication shall be complete before galvanizing. Z:UAN \SPECS\98113 -YK -YG W M.wpd 61 9- 16.3(2) Posts and Blocks The second sentence of the first paragraph is revised to read: Blocks made from alternate materials that meet the NCHRP Report 350 criteria may be used in accordance with the manufacturer's recommendations. The fourth paragraph is revised to read as follows: Steel posts, blocks, and base plates, where used, shall conform to ASTM A 36, and shall be galvanized in accordance with AASHTO M 111. Welding shall conform to Section 6- 03.3(25). All fabrication shall be completed prior to galvanizing. 9- 16.3(5) Anchors The eleventh paragraph is revised to read as follows: Cement concrete shall conform to the requirements of Section 6- 02.3(2)B. Z:\JAN\SPECS\98113-YK-YGWM.wpd 62 CONTRACT PROVISIONS General Special Provisions Special Provisions Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form CONTRACT PROVISIONS General Special Provisions City of Yakima Special Provisions Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form Z:\JAN \SPECS\98113- YK -YGW M.wpd 63 SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2000 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 Bridges and Structures Special Provisions are commonly applicable statewide. Project Specific Special Provisions normally appear only in the contract for which they were developed. CONTROL OF WORK (August 6, 2001) Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. Z:WAN \SPECS\98113- YK -YGW M.wpd 64 The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include, but not be limited to, the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. 2. Establish the centerlines of all alignments by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 -foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25 -foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing), provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be Z:UAN \SPECS \98113 -YK -YG W M.wpd 65 described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Slope stakes ±0.10 feet ±0.10 feet Subgrade grade stakes set 0 high ±0.5 feet 0.04 feet low (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.04 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0.04 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot -check the Contractor's surveying. These spot- checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor - provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan H -14. When stakes are needed that are not described in the Plans, then those stakes shall be marked as directed by the Engineer. Payment Payment will be made in accordance with Section 1 -04.1 for the following bid item when included in the proposal: "Roadway Surveying," lump sum. Z:UAN \SPECS\98113 -YK -YG W M.wpd 66 The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. State Taxes Section 1 -07.2 is supplemented with the following: (March 13, 1995) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to collect State sales tax from the Contracting Agency. The provisions of Sec- tion 1- 07.2(2) apply. State Department of Ecology Section 1- 07.5(3) is supplemented with the following: (March 13, 1995) Water quality standards have been established for all surface waters of the state. For bridge or other construction with related short -term activities such as working directly in the stream, pouring concrete, or other similar activities which temporarily reduce the water quality, the Contractor must obtain approval of the proposed method of operation from the Washington State Department of Ecology. The Contractor shall furnish copies of such permits and approval to the Engineer prior to beginning any work so affected. Wages (March 2, 2001) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United State Department of Labor General Decision No. WA010001. (May 28, 1996) Wage Rates For The Occupation Of Landscape Construction The State Prevailing Wage Rates for Public Works Contracts included in the contract show a separate listing for Occupation: Landscape Construction, which includes several different Occu- pation Descriptions such as "Irrigation and Landscape Plumbers," "Irrigation and Landscape Power Equipment Operators," and "Landscaping or Planting Laborers." Federal Wage Rates may include Occupation Descriptions specifically identified with landscaping work in other Occupational Groups such as "Laborers" with the Occupation Description "Landscaping or Planting" or "Power Equipment Operators" with Occupation Description "Mulch Seeding Operator." Any Federal wage rates listed with the Occupation Descriptions that specifically identify landscape work must be considered and compared with the State Rate to determine which rate is higher, and therefore must be paid to workers performing that Occupation Description. If Federal Rates for landscape work are not shown anyplace in the contract, the Contractor, in preparing a bid for this project, shall assume the Federal Rates to be the same as the State Rates for the Occupation of Landscape Construction. If Federal Rates for landscape Occupation Descriptions are not listed in any Occupational Group in the contract, and at some future date the U.S. Department of Labor (USDOL) determines that the Federal Rates for those Occupation Descriptions should have been rates that are higher than the State Rates, the employees of the Contractor shall be paid no less than the rates so determined by USDOL for those workers, for all the hours worked in these Occupation Descriptions, retroactive to the beginning of the contract, and continuing until the end of the contract. A change order will be prepared with the intent to ensure that the Contractor's employees receive any required additional pay with no fiscal impact to the Contractor. Z:\JAN \SPECS\98113•YK•YGW M.wpd 67 Accordingly, the Contracting Agency will reimburse the Contractor for the actual costs, subject to the following conditions: 1. The Contractor relied upon the rates included in the contract to prepare their bid and certifies to that fact, 2. The allowable amount of reimbursement will be the difference between the actual rates paid on the certified payrolls or the State Rates listed (whichever of these are the highest) and the Federal Rates later determined to be correct by USDOL plus only appropriate payroll markups the employer must pay, such as social security and other payments the employer must make to the Federal or State Government, 3. The allowable amount of reimbursement may also include some overhead cost, such as the cost for making supplemental payrolls and new checks to the employ- ees because of underpayment for previously performed work, 4. Profit will not be an allowable markup, and 5. Firms that anticipated, in the preparation of their bids, paying a rate equal to, or higher than, the correct rate as finally determined by the USDOL will not be eligible for reimbursement. 0711.GR1 Equal Employment Opportunity Responsibilities Section 1 -07.11 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% Z:'.JAN \SPECS\98113 -YK -YG W M.wpd 68 Minorities - by Standard Metropolitan Statistical Area (SMSA) 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 time tables 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 Z:\JAN \SPECS \98113- YK -YGW M wpd 69 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 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 Z:\JAN \SPECS\98113 -YK -YG W M.wpd 70 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 Sub- contractor 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 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 Z:UAN \SPECS\98113- YK -YGW M.wpd 71 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 therefor, 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 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 Z:\JAN \SPECS\98113- YK -YGW M.wpd 72 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 contrac- tor 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 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, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female work- force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and Z:\JAN \SPECS\98113- YK -YGW M.wpd 73 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 require- ments 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). Z:\JAN \SPECS\98113- YK -YGW M.wpd 74 Temporary Water Pollution /Erosion Control Section 1 -07.15 is supplemented with the following: 071501.FR1 (October 25, 1999) Erosion and Sedimentation Control (ESC) Lead The ESC Lead shall be identified by the Contractor at the preconstruction meeting. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in Construction Site Erosion and Sediment Control signed by the WSDOT Water Quality Program Manager. The Certificate of Training is valid for 3 years from the issue date on the certificate. The ESC Lead shall implement the Temporary Erosion and Sedimentation Control (TESC) and Spill Prevention Control and Countermeasures (SPCC) plans. Implementation of the TESC and SPCC plans shall include, but is not limited to: 1. Installing, maintaining, inspecting and repairing all temporary erosion and spill control Best Management Practices (BMPs) included in the TESC and SPCC plans. All BMPs shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. All on -site erosion and sediment control measures shall be inspected at least once every seven days and within 24 hours after any storm event of greater than 0.5 inches within a 24 -hour period. All spills shall be responded to as outlined in the SPCC Plan. Damaged or inadequate TESC measures shall be corrected within 24 hours of the inspection. A Temporary Erosion and Spill Control Report shall be prepared for each inspection and shall be included in the TESC and SPCC files. The inspection report shall include, but not be limited to: a. When, where, and how BMPs were installed, removed, or modified; b. Repairs needed or made; c. Observations of BMP effectiveness and proper placement; d. Recommendations for improving performance of BMPs. 2. Preparing and maintaining a TESC and SPCC file on site that includes, but is not limited to: a. TESC and SPCC Inspection Reports; b. Storm water site plan; c. Temporary Erosion and Sediment Control (TESC) Plan; d. Contractor's addendum to the TESC; e. National Pollutant Discharge Elimination System construction permit (Notice of Intent); f. Grading permit; g. Hydraulics Project Approval. Upon request, the file shall be provided to the Engineer for review. (October 25, 1999) Spill Prevention, Control and Countermeasures Description This work shall consist of preparing a Spill Prevention, Control, and Countermeasures (SPCC) Plan and preparing for implementation of the plan. Z:\JAN \SPECS\98113 -YK -YG W M.wpd 75 SPCC Plan Requirements The Contractor shall be responsible for the preparation of an SPCC plan to be used for the duration of the project. The plan shall be submitted to the Project Engineer prior to the commencement of any construction activities. A copy of the plan with any updates shall be maintained at the work site by the Contractor. The SPCC plan shall identify construction planning elements and recognize potential spill sources at the site. The Plan shall outline responsive actions in the event of a spill or release and shall identify notification and reporting procedures. The Plan shall also outline Contractor management elements such as personnel responsibilities, project site security, site inspections, and training. The Plan shall outline what measures the Contractor shall take to prevent the release or spread of the following: • An on site review has been completed and the following site(s) and materials have been identified and located and are described in the contract documents: Hazardous Material* Approximate Location * ** 1 * ** * ** 2 *.k* * ** 3 * ** * ** 4 * ** * ** 5 * ** * ** 6 * ** * ** 7 * ** * ** 8 * ** * ** 9 * ** * ** 10 * ** • Any hazardous material* found on site and encountered during construction but not identified in contract documents. • Any hazardous materials* that the Contractor stores, uses, or generates on the construction site during construction activities. These items include, but are not limited to, gasoline, oils and chemicals. * Hazardous material, as referred to within this specification, is defined in RCW 70.105.010 under "hazardous substance." The SPCC plan shall also address, at a minimum, the following project- specific information: Introduction SPCC Plan Elements Site Information Management Approval Site Description Planning and Recognition Spill Prevention and Containment Spill Response Reporting Program Management Attachments: A - Emergency Action Plan B - Site Plan C - Inspection and Incident Report Forms Z:WAN \SPECS\98113•YK•YG W M.wpd 76 Implementation Requirements In the event that hazardous material is encountered during the course of the work, regardless of whether or not the material is shown on the Plans, the implementation of the Contractor's SPCC Plan shall be included in the scope of the contract and shall be carried out by the Contractor. The Contractor shall maintain, at the job site, the applicable equipment and material designated in the SPCC Plan. (October 25, 1999) Payment The lump sum contract price for the "Spill Prevention Plan" shall be full pay for all labor, equipment, material, and overhead costs associated with the preparation of the SPCC Plan and any coordination and preparation needed prior to implementation. If the Contracting Agency is responsible for the cost of response, containment, and any cleanup, then payment shall be made through existing contract items or an Equitable Adjustment in accordance with Section 1 -09.4. Assignment of responsibility for payment shall be as defined elsewhere in the Contact. If the spill is due to the Contractor's operations or negligence, nothing in this section shall be construed as relieving the Contractor of responsibility for damage, and all costs of response, containment, and any cleanup shall be borne by the Contractor. PROSECUTION AND PROGRESS (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. Z:\JAN \SPECS\98113- YK -YGW M.wpd 77 CITY OF YAKIMA SPECIAL PROVISIONS SR 82 YAKIMA GATEWAY WETLAND MITIGATION City Project No. 1847 The following Special Provisions supersede any conflicting provisions of the 2000 Standard Specifications for Road, Bridge, and Municipal Construction, including the Division 1 APWA SUPPLEMENT, Section 1 -99, and are made a part of this Contract. PROJECT DESCRIPTION This project consists of the furnishing of all labor, materials, and equipment required for the construction of a new wetlands area located adjacent to the Yakima Greenway. The work consists of excavation, dewatering, placement of topsoil, planting of the specified plant materials, fencing of the site, gravel roadway restoration, and maintenance of the new wetlands area for a one -year period. Maintenance includes, but is not limited to, timely watering of plants, control of noxious and other weeds, and control of animal browsing or grazing. 1 -01 DEFINITIONS AND TERMS 1 -01.3 DEFINITIONS The terms defined in SECTION 1 -01.3 of the Standard Specifications shall be further described by the following: Contracting Agency: City of Yakima 129 North Second Street Yakima, WA 98901 The terms "Contracting Agency," "Owner," and "City" are inter- changeable. County: Yakima County Public Works Department 128 North 2nd Street Yakima, WA 98901 Consultant: Huibregtse, Louman Associates, Inc. 801 North 39 Avenue Yakima, WA 98902 Z:WAN \SPECS\98113- YK -YGW M.wpd 78 Engineer: City of Yakima 129 North Second Street Yakima, WA 98901 Inspector: The City's designated Resident Engineer who observes the Contractor's performance. Standard Specifications: The 2000 Standard Specifications for Road, Bridge, and Munici- pal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association. Working Drawings: Working drawings are further defined as catalog cut sheets, manufacturer's informational sheets describing salient features, or samples of fabricated and manufactured items required for the construction project. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 QUALIFICATIONS OF BIDDER (APWA ONLY) Supplement this section as follows: Pre - qualification is not required for this project. 1 -02.4 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF WORK 1- 02.4(1) GENERAL Add the following paragraph: No pre -bid approval on any proposed substitute equipment shall be granted prior to the bid opening unless specified otherwise in these Specifications. A pre -bid conference will be held at Yakima City Hall CED Conference Room, second floor, 129 North 2nd Street, Yakima, Washington, at the time and date stated in the "Invitation to Bid." The conference will include project discussion, DBE Contractor participation, and the Affirmative Action Plan. 1 -02.9 DELIVERY OF PROPOSAL Add the following: Sealed bids will be received at the following location before the specified time: Office of the City Clerk, City of Yakima, 129 North Second Street, Yakima, WA 98901, until the time and date set for the bid opening. 1 -02.15 PRE -AWARD INFORMATION This section is supplemented with the following: Z:WAN \SPECS \98113- YK - YGW M.wpd 79 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: 7. Identify the MBEs and WBEs used to fulfill the City's WMBE goal of 10 %. 8. Identify the subcontractors with the percentage of work they will do. 9. Furnish an Affirmative Action profile, by ethnic category, on the subcontractor's employees proposed to be utilized to do the subcontract work. 10. Furnish an Affirmative Action profile, by ethnic category, on the low bidder's employees proposed to be utilized to do the Contract work. The above voluntary information will be requested by the City of the low bidder. The City will provide the four (4) page form, a copy of which immediately follows this Special Provision Section 1 -02. Z:'JAN \SPECS\98113•YK -YGW M.wpd 80 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, PE, City Engineer Re: SR 82 YAKIMA GATEWAY WETLAND MITIGATION We are submitting the following information and documentation regarding Minority and Women Work Force Utilization and Women and Minority Business Enterprises prior to award of the above , contract as required 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/VVBE 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): % Z:WAN \SPECS \98113- YK -YGW M.wpd 81 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 selecting: 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: Reasons 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 selecting: Documentation regarding MBE/WBE contact is attached: YES NO Z:W AN \SPECS \98113•YK -YG W M.wpd 82 3 of 4 MBE/WBE FORM - 5/95 7. B. 4. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 5. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not selecting: 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 Z:WAN \SPECS\98113- YK -YGW M.wpd 83 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 bidder's employees proposed to be utilized to do the contract work. Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White (Contractor) By: Z:'.IAN \SPECS \96113 -YK -YG W M.wpd 84 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.2 AWARD OF CONTRACT Add the following: The Contract will be awarded on the basis of the total of all bid items accepted by the Contracting Agency. The Bidder shall submit bids for all bid items to be considered as a responsive bidder. The apparent low bidder will be determined based on the combined total of all bid items. 1 -03.4 CONTRACT BOND Add the following: The Bond shall further indemnify and hold the City of Yakima, their elected or appointed officials, employees, and agents harmless from defects appearing or developing in the material or workmanship provided or performed under the Contract. The Contract Bond shall be in the form of the Contract Bond document bound in these Specifications. 1 -04 SCOPE OF THE WORK 1 -04.11 FINAL CLEANUP Add the following: Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection. The cleanup work shall be done immediately upon written notification of the City and other work shall not proceed until this partial cleanup is accom- plished. Should the Contractor not conduct the cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work completed by others and will deduct such costs from any payment due the Contractor. 1 -05 CONTROL OF WORK 1 -05.3 PLANS AND WORKING DRAWINGS Delete the third through fifth paragraphs of SECTION 1 -05.3 of the Standard Specifications and replace them with the following: The submittal of Shop Drawings will not be required for this project, nor will the Engineer review any Shop Drawings submitted by the Contractor. If Shop Drawings are submitted, they will be marked "NOT REVIEWED" and returned to the Contractor. The materials and quality of the final constructed product are shown on the Plans and specified herein. It shall be the Contractor's responsibility to verify all quantities, dimensions, field construction criteria, materials, catalog numbers, or similar data to assure all portions of the work are coordinated and completed in compliance with the Plans and Specifications. The Contractor assumes full responsibility for all means, methods, Z:WAN \SPECS\98113- YK -YGW M.wpd 85 sequences, techniques or procedures of construction, and to safety precautions or programs incidental thereto. 1 -05.4 CONFORMITY WITH AND DEVIATIONS FROM PLANS AND STAKES 1- 05.4(1) ROADWAY AND UTILITY SURVEYS (APWA ONLY) Replace with the following: The Engineer will establish one time only the grade of proposed excavation area by offset stakes. The Engineer will establish bench marks at convenient locations for use by the Contractor. The Contractor shall be responsible for all other construction staking, including plantings layout per Section 8- 02.3(6) of the Standard Specifications. All associated costs will be incidental to other bid items. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.5 FISH AND WILDLIFE AND ECOLOGY REGULATIONS 1- 07.5(1) GENERAL Add 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 Supplement this section with the following: A Project Dust Control Plan issued by the Yakima Regional Clean Air Authority is required for this project. The local air pollution authority is the Yakima Regional Clean Air Authority, (509) 574 -1410. 1 -07.6 PERMITS AND LICENSES Add: The Contractor shall have or obtain a valid City of Yakima business license for the duration of this project. 1- 07.11(10)B REQUIRED RECORDS AND RETENTION Revise the first sentence of the first paragraph as follows: Replace "State Department of Transportation" with "the Contracting Agency." Z:WAN \SPECS\98113 -YK -YG W M.wpd 86 The third paragraph is revised to read as follows: The Contractor and all subcontractors on this project shall submit WSDOT Form 820 -010 to the City Construction Engineer by the Fifth of the month during the term of the Contact. (February 5, 2001) Utilities And Similar Facilities Section 1 -07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will 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: Qwest 8 W 2nd Avenue, Room 304, Yakima WA 98902 (509) 575 -7183 Charter Communications 1005 N 16 Ave., Yakima, WA 98902 (509) 575 -1697 City of Yakima Water Division 2301 Fruitvale Blvd., Yakima, WA 98902 (509) 575 -6154 City of Yakima Wastewater Div. 2220 E Viola, Yakima, WA 98902 (509) 575 -6077 Cascade Natural Gas 401 N 1 Street, Yakima, WA 98901 (509) 457 -8175 Pacific Power PO Box 1729, Yakima, WA 98902 (509) 575 -3146 Yakima Greenway Foundation 111 So 18 Street, Yakima, WA 98901 (509) 453 -8280 Yakima County 128 N 2nd St., Rm 408 Courthouse, Yakima, WA 98901 (509) 574 -2300 City of Yakima 2410 Fruitvale Blvd., Yakima, WA 98902 (509) 575 -6204 1 -07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY) The seventh paragraph is revised as follows: Change "45 days" to "20 days." Revise the eighth paragraph by adding the following to the end of the first sentence: " , the City of Yakima, its employees, agents, and elected or appointed officials, and Yakima County, the Yakima Greenway Foundation, and Huibregtse, Louman Associates, Inc." Revise the tenth paragraph to read: The Contractor shall forward to the City the additional insured endorsement as requested in the Evidence of Insurance Section. COVERAGES AND LIMITS Supplement this section with the following: All coverages 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 Z:'JAN \SPECS \98113- YK -YGW M.wpd 87 is not provided, an additional $2,000,000 umbrella limit will be required over and above the $1,000,000 underlying. A commercial general liability deductible of $5,000 or less 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 (APWA ONLY) The section is revised to read: The Contractor shall provide evidence of insurance by the following method: 1. A completed ACORD form #25 (or equivalent) shall be submitted which conforms to the following requirements. 2. The wording in the CANCELLATION section "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents, or representatives" shall be crossed out and initialed by the agent/broker and shall provide for a cancellation notice of at least 20 days, to the City of Yakima. 3. Add the following text in the section entitled DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ALLOWED BY ENDORSEMENT / SPECIAL PROVISIONS: The City of Yakima, their agents, employees and elected or appointed offi- cials, and Yakima County, the Yakima Greenway Foundation, Huibregtse, Louman Associates, Inc., are additional insureds for the SR 82 YAKIMA GATEWAY WETLAND MITIGATION. 4. Contain the appropriate amount and types of coverages that are specified by the Contract. 1 -08 PROSECUTION AND PROGRESS 1 -08.3 PROGRESS SCHEDULE The first paragraph is revised to read: The Contractor shall prepare and submit to the City 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 City. 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 Z:VAN \SPECS\98113- YK -YGW M.wpd 88 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 City, as directed, immediately upon preparation. The section is supplemented with the following: The Contractor shall submit a weekly activity schedule to the City Construction Engineer 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 City may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. 1 -08.5 TIME FOR COMPLETION (APWA ONLY) Add the following: The following number of working days after the date set forth in the NOTICE TO PROCEED shall be allowed for completion of contract work: All work shall be completed within 30 working days. However, the Contractor shall complete all clearing and grubbing, and wetland excavation including haul, topsoil placement and compaction, and gravel roadway restoration within the first 20 working days. The conditions of Section 1 -08.9, Liquidated Damages, shall apply to any intermediate completion times and the total project completion time. Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the Contractor shall make every effort to continue work under prevailing conditions. The Owner may, however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact occurs, and such shall then be classified as a "delay." An "inclement" weather delay day is defined as a day on which the Contractor is prevented by inclement weather or conditions resulting immediately therefrom adverse to the current controlling operation or critical path activity, as determined by the Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation for at least 60 percent of the total daily time being currently spent on the controlling operation or critical path activity. 1- 08.10(1) TERMINATION FOR DEFAULT In the last sentence of the fifth paragraph, replace "State of Washington, Department of Trans- portation" with "Contracting Agency." Z:\JAN \SPECS \98113- YK -YGW M.wpd 89 1 -09 MEASUREMENT AND PAYMENT 1 -09.3 SCOPE OF PAYMENT Add the following: Payment for work performed under this Contract will be based on the items listed in the Bid Schedule. Should a conflict exist between the item descriptions or the units of measure- ment and payment listed in the Bid Schedule and the" "Payment" clauses found in each Section of the Standard Specifications, the Bid Schedule items will prevail. If work is required to complete the project according to the intent of the Plans and Specifications but is not covered by a bid item in the Bid Schedule, then the Contractor shall include the cost for providing the necessary work in the unit or lump sum price for the bid item most closely related to the work. 1 -09.4 EQUITABLE ADJUSTMENT Replace Item 2.b. with the following: 2.b. Per Section 1 -09.6, Force Account. 1 -09.6 FORCE ACCOUNT Add the following clarification: The term "project overhead" shall include "jobsite overhead." The term "general company overhead" shall include "home office overhead." 1 -09.9 PAYMENTS (APWA ONLY) Add the following: The Contractor shall submit his signed Application for Payment within 3 working days of the estimate cutoff date. Payment to the Contractor will be made within approximately 30 calendar days from said meeting. Failure to submit an Application for Payment within the required time may delay action by the Contracting Agency's governing body and further delay payment to the Contractor. Upon completion of all work under this Contract, the Contractor shall notify the City, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the City will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no other known claims or liens against the retained funds, and further provided the terms of SECTION 1- 09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of Z:V AN \SPECS \98113 -YK•YG W M.wpd 90 • such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. On contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040 certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages. The parties further agree that the Owner may, without liability, withhold final payment to the Contractor until such time as the Contractor has completed all forms required by the Owner. 1- 09.9(1) RETAINAGE Replace items 2 and 3 of the third paragraph with the following: 2. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons performing labor or furnishing materials have been paid. 3. Releases have been obtained from the State Department of Labor and Industries, the State of Washington Employment Security Department, and all other departments and agencies having jurisdiction over the activities of the Contractor. 1- 09.13(3)A ADMINISTRATION OF ARBITRATION Change the first sentence of the third paragraph to read "... rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency is located." 1 -10 TEMPORARY TRAFFIC CONTROL 1- 10.2(1)B TRAFFIC CONTROL SUPERVISOR Revise the first sentence to read: A TCS shall be on the project whenever traffic control devices and /or flaggers are required to fulfill the requirements of the Contractor's approved Traffic Control Plan or as authorized by the Engineer. 1- 10.2(2) TRAFFIC CONTROL PLANS Add the following: All costs incurred by the Contractor in preparation of the Traffic Control Plan, including any revisions required by the City after review, shall be included in the unit contract prices for "Maintenance and Protection of Traffic," per lump sum. 1- 10.3(1) TRAFFIC CONTROL LABOR Revise the first sentence of the third paragraph with the following: Delete the phrase "Traffic Control Labor" and replace it with "Maintenance and Protection of Traffic." Z:WAN \SPECS\98113 -YK -YG W M.wpd 91 Revise the fourth paragraph as follows: Delete the first sentence. Delete the phrase "Traffic Control Labor" in the second sentence and replace it with "Maintenance and Protection of Traffic." 1 -10.3 FLAGGING, SIGNS, AND ALL OTHER TRAFFIC CONTROL DEVICES 1- 10.3(3) CONSTRUCTION SIGNS The first sentence of the first paragraph is revised to read: All signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved traffic control plan(s), as well as any other appropriate signs prescribed by the City or County, shall be furnished by the Contractor. The last two sentences of the first paragraph are deleted. The third paragraph is revised as follows: Delete item 2. Revise item 3 to read: Furnishing, initial installation, and subsequent removal of both Class A and B construction signs; and 1 -10.4 MEASUREMENT Delete the second paragraph and replace with the following: "Maintenance and Protection of Traffic" shall cover all traffic control labor as set forth in Section 1- 10.3(1), and furnishing all temporary traffic control devices as set forth in Section 1- 10.3(5) as required by the approved Traffic Control Plan. 1 -10.5 PAYMENT Add the following pay item: "Maintenance and Protection of Traffic," per lump sum. The lump sum contract price shall be full compensation for furnishing and maintaining flaggers, modifying or adapting the Traffic Control Plan, furnishing, maintaining, moving, and removing temporary traffic control signs and devices, traffic control vehicle, pilot car, and other traffic control measures required by the Approved Traffic Control Plan. No further payment will be made. Z:WAN \SPECS\98113- YK -YGW M.wpd 92 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.3 CONSTRUCTION REQUIREMENTS Add the following: Removal of Chain Link Fence This work shall consist of removing chain Zink fence including posts, anchors, braces, and gates. Chain link fencing and posts shall be removed in their entirety. No close cutting of posts will be permitted. The Contractor shall remove the existing fence to the limits shown on the Drawings, taking care to preserve any existing fencing that is connected to the portion to be removed but which is to remain and be re- connected to new fencing. Any damage to existing fencing which is to remain and be re- connected shall be the responsibility of the Contractor. Voids left by post removal, which will not be obliterated by the Contractor's operations, shall be backfilled in 6 inch lifts of topsoil with each lift compacted with a minimum of three passes of a mechanical tamper. All materials removed shall become the property of the Contractor and shall be disposed of outside the project limits. 2 -02.4 MEASUREMENT There will be no specific unit of measurement for chain link fence removal. 2 -02.5 PAYMENT No separate payment shall be made for chain link fence removal. 2 -03 ROADWAY EXCAVATION AND EMBANKMENT 2 -03.1 DESCRIPTION Add the following: Wetland Excavation This work shall consist of excavation for the wetland as shown in the Plans and as designated by the Engineer, regardless of the nature or type of materials encountered, hauling, and disposing of all excavated materials. 2 -03.4 MEASUREMENT Replace with the following: Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground Z:WAN \ SPECS \98113- YK -YGW M.wpd 93 elevations recorded previous to the award of this Contract, and the alignment, profile, grade, and section as shown on the Plans and as staked by the Engineer. Control stakes will be set during construction to provide the Contractor with information for the construction of excavation and embankment. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Copies of the ground cross - section notes will be available for the bidder's inspection, before the opening of bids, at the office of the Project Engineer. Upon award of the Contract, copies of the original ground cross - sections will be furnished the successful bidder on request to the Project Engineer. 2 -03.5 PAYMENT Replace with the following: Payment will be made at the unit price bid for "Unclassified Excavation Including Haul," per cubic yard, which shall be full compensation for all labor, equipment, tools, and materials necessary to complete this item as specified. No separate payment shall be made for embankment compaction and all costs to perform this work as required shall be merged in the unit price bid per cubic yard for "Unclassified Excavation Including Haul." 4 -04 BALLAST AND CRUSHED SURFACING 4 -04.1 DESCRIPTION Add the following: This work shall consist of restoration of the existing gravel road to the site from the end of the asphalt neat the Trail Wagons facility to the existing asphalt near the Greenway Pathway. The work shall consist of subgrade preparation, placing of gravel surfacing, blading and watering, and compaction. 4 -04.2 MATERIALS Gravel surfacing shall consist of Crushed Surfacing Base Course per Section 9- 03.9(3) of the Standard Specifications. 4 -04.3 CONSTRUCTION REQUIREMENTS 4- 04.3(5) SHAPING AND COMPACTION Replace with the following: Z:WAN \SPECS\98113- YK -YGW M.wpd 94 The gravel roadway restoration shall be constructed per the detail shown on the drawings. Immediately following spreading and final shaping, the crushed surfacing shall be compacted for the full width and length by rolling with a vibratory compactor for a minimum of three (3) passes. Density testing will not be required. Water shall be applied as needed to replace moisture lost by evaporation. The completed layer shall have a smooth, tight, uniform surface true to the line, grade, and cross - section shown on the Drawings. 4 -04.4 MEASUREMENT Replace with the following: No specific unit of measurement will apply for this item. However, the Contractor is advised that tickets will be collected by the Engineer for verification of amount of material used. A minimum of 700 tons of Crushed Surfacing Top Course will be provided by the Contractor. 4 -04.5 PAYMENT Replace with the following: The Unit Price bid for "Gravel Road Restoration," per lump sum, shall be full compensation for all labor, materials, equipment and incidental costs required to complete the gravel surfacing restoration including subgrade preparation, aggregate material, hauling, placing, blading, watering, and compacting, all as shown on the Drawings and as specified herein. 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8- 01.3(1)C GROUND WATER Add the following: The elevations shown on the Drawings are provided for information only; the Contractor may not rely upon or make any claim against the City, County, Engineer, or Engineer's consultant with respect to the completeness of the information for the Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by the Contractor, and safety precautions and programs incident thereto or other data, interpretations, opinions, and information contained in the Report or shown or indicated in the Drawings or any Contractor interpretation of or conclusion drawn from the technical data or any such other data, interpretations, opinions, or information. It shall be the responsibility of the Contractor to develop a dewatering plan in accordance with local codes and ordinances of governing authorities with regard to disposal of water pumped from dewatered excavations. The Contractor shall submit to the City, prior to the start of construction, a dewatering plan containing both a graphical and narrative presentation identifying proposed methods, equipment sizes, and contingency plans should dewatering cause settlement of adjacent facilities. The plan shall show specific locations, in plan and section, where dewatering is expected as well as a general discussion of methods of disposal. The Contractor shall discharge water as required by discharge permit and in a manner that will not cause erosion, flooding, or otherwise damage existing Z:\JAN \SPECS\98113 -YK -YG W M.wpd 95 facilities, completed work, or adjacent property. Obtain discharge permits, if required, from authorities having jurisdiction. Before operations begin, the Contractor shall have available on -site sufficient pumping equipment and /or other machinery to assure that the operation of the dewatering system can be maintained. The Contractor shall furnish all equipment necessary to dewater the excavation and shall dispose of the water in accordance with the regulations of the governing authorities and in such a manner so as not to cause a nuisance or menace to the public. Dewatering shall be done by the Contractor by such method as the Contractor may elect which complies with regulations of the governing authorities. The dewatering operation, however accomplished, shall be carried out so it does not destroy or weaken the strength of the soil under or alongside the excavation. It shall be the sole responsibility of the Contractor to control the rate and effect of dewatering in such a manner as to avoid all objectionable settlement and subsidence. The release of ground water to its static level shall be performed in such a manner as to maintain the undisturbed state of the natural foundation soil, prevent disturbance of backfill, and prevent movement of structures and backfill. Should settlement be observed, the Contractor shall cease dewatering operations and implement contingency plans as outlined in the dewatering plan. 8- 01.3(2) SEEDING, EROSION CONTROL, FERTILIZING, AND MULCHING 8- 01.3(2)B SEEDING AND FERTILIZING The composition, proportion, and quality of grass seed shown in Table 1 shall be applied at the rate of 50 pounds of pure live seed (PLS) per acre on all Buffer Zone areas shown on the Drawings. Seed and organic soil amendments may be applied in one application. Should the Contractor combine seed with mulch during application, the application rate for each species shown in Table 1 shall be increased by 30 percent. Table 1. Buffer Seed Mix Common name Scientific name Pct. Min. Lbs PLS by wt. pct. per acre Bluebunch Pseudoroegnereia spicata ssp. wheatgrass spicata var. Secar 20.00 19.6 10.0 Big bluegrass Poa ample var Sherman 7.00 6.86 3.5 Idaho fescue Festuca idahoensis var. Joseph 10.00 9 8 5 0 Blue wild rye Elymus glaucus 20.00 19.6 10.0 Tufted hairgrass Deshampsia caespitosa 5.00 4.9 2.5 Canby bluegrass Poa canbyi var Canbar 5 00 4.9 2.5 Indian ricegrass (Nexpar) Oryzopsis hymenoides 13.00 12.74 6.5 Alfalfa Medicago sativa var Alfagraze 6.00 5.88 3 0 Wild lupine Lupinus perennis 7 00 6 86 3.5 Wild vetch Vicia americana 7.00 6.86 3.5 Weed seed 0.5 (Max.) Inert and other crop 1.5 (Max.) 100 100 50 Z:\JAN \SPECS\98113 -YK -YG W M.wpd 96 The Contractor shall submit three representative samples of Topsoil Type C to a soil laboratory for testing to determine fertilizer composition and suggested rate of application (see 9- 14.1(3)). Results shall be submitted to the Engineer for final fertilizer formulation and application rates. Contractor submittal of soil test results shall occur prior to placement of topsoil on the project site and no topsoil placement shall occur prior to receiving Engineer approval. These rates will be based in part on the laboratory recommendations. However, the minimum fertilizer requirements are as follows: At least 80 percent of the inorganic nitrogen fertilizer shall be derived from ureaform or ureaformaldehyde. The remainder may be derived from any source. In addition to fertilizer, the Contractor shall apply 2,000 pounds per acre of organic fertilizer and 5 gallons per acre of soil conditioner as described in 9- 14.4(9) of the Special Provisions. 8- 01.3(2)D MULCHING Wood cellulose fiber mulch shall be applied at a rate of 2,000 pounds per acre. 8- 01.3(2)E SOIL BINDER OR TACKING AGENT Tackifier, as specified in 9- 14.4(7), shall be applied as a second pass combined with mulch after seed and organic amendments are applied to the prepared seedbed. Tackifier may be applied together with seed, soil amendments, and mulch in a single pass. 8 -01.5 PAYMENT There will be no separate measurement or payment for dewatering operation by the Contractor. All costs associated with dewatering operations shall be included in the various bid items of work. Payment will be made in accordance with Section 1 -04.1 (Intent of the Contract) for the following bid items: Seeding, Fertilizing, Mulching, and Tackifying Per Lump Sum 8 -02 ROADSIDE PLANTING 8 -02.3 CONSTRUCTION REQUIREMENTS 8- 02.3(1) RESPONSIBILITY DURING CONSTRUCTION Add the following: The Contractor shall keep the premises clean, free of excess soils, plants, and other materials, including refuse and debris, resulting from this work throughout the planting operation. The Contractor shall maintain continuous pedestrian access and shall not stockpile materials or park equipment in any manner that may create hazards or obstacles to this access. At the end of each workday, and as each planting area is completed, it shall be neatly dressed and all surrounding walks and paved areas shall be cleaned to the satisfaction of the Engineer. Cleaning by flushing into sewers will not be allowed. The Z:\JAN \SPECS \98113- YK -YGW M.wpd 97 Contractor shall remove surplus soils, materials, and debris from the construction site and shall leave the project in a clean condition at the conclusion of the work. 8- 02.3(4) TOPSOIL Add the following: Only Topsoil Type C shall be used in this project. Compaction shall be by sheepsfoot roller, cleated crawler tractor, or similar equipment approved by the Engineer, which will produce a minimum of 150 pounds per square inch ground pressure to a maximum of 300 pounds per square inch ground pressure. Equipment shall be so designed and constructed to produce a uniform rough textured surface ready for seeding and mulching, and which will bond the topsoil to the underlying material. Compaction equipment shall be operated such that resultant furrows are perpendicular to the flow of water along the steepest slope on the site unless otherwise ordered by the Engineer. Conveying the roller or approved equipment up and down the slopes shall be by means devised by the Contractor, provided that the required results are obtained to the satisfaction of the Engineer. After compaction, the finished grade of the topsoil shall be at the elevation as shown in the Plans. If, in the opinion of the Engineer, water is required to condition the topsoil for rolling, it shall be immediately finished and applied by the method and in the amount designated by the Engineer. Topsoil Type C compaction is incidental to the unit Contract price for "Topsoil Type C Including Placement and Compaction." 8- 02.3(5) SOIL PREPARATION Add the following All areas to be seeded shall be excavated to a depth of 0.5 foot below finished grade as shown in the Plans. The costs of removing all excess material and debris shall be incidental to other Contract pay items. The Contractor shall cultivate the topsoil backfill materials into the existing subgrades to a minimum transition depth of 1' unless otherwise directed by the Engineer. 8- 02.3(6) SOIL AMENDMENTS Add the following: Apply soil amendments specified in 9- 14.4(9) as per manufacturer's directions. 8- 02.3(7) LAYOUT OF PLANTING Add the following: It is anticipated that some minor arranging of plant material will be necessary during the progress of work. Z:\JAN \SPECS\98113- YK -YGW M.wpd 98 The Contractor shall place the plant(s) as illustrated in the Plans starting from the perimeter of the planting area and progressing to the center, and adjust odd dimensions at the center of any planting area. The intent of the layout shown in the Drawings is to distribute small groups of bare -root or containerized plants of the same species randomly across the mitigation area. 8- 02.3(8) PLANTING Add the following: Plant shrubs in planting pits as detailed on Plans. Loosen planting pit subsurface to a depth of 4" to 6" and scarify sides before planting. Place and compact sufficient topsoil under the root ball so when planting is complete the top of the ball is at finished grade in accordance with the details in the Plans. Root cover shall be the same as existed at the nursery. Plant shrubs upright and faced for best appearance or relationship to adjacent plants and structures. Hold the plant firmly in position while planting topsoil is backfilled and firmly tamped around the balls or roots. When the planting pit is backfilled halfway, place the specified quantity of fertilizer plant tablets. Evenly space the tablets around the perimeter and immediately adjacent to the root system between the middle and the bottom of the root system. Carefully place and compact planting topsoil, filling all voids. Do not injure root system. When the planting pit is backfilled, completely fill the pit with water and allow it to soak away. Continue backfilling pits with additional soil to finished grade as detailed on Plans. Container grown plants shall have their containers cut on 2 sides with a sharp knife (an ax or spade will not be used for this purpose). After removal of the container, the edge -roots of the plant shall be superficially cut with a knife on 3 sides. Plant material supplied in containers shall not be removed from their containers until the time of planting at the planting location. Plants shall be hand planted according to best nursery practice. Plants shall be hand - tamped in place to ensure correct seating. Root covers shall be the same as existed at the nursery. Provide a shallow water basin around shrubs. 8- 02.3(8)A STRAW MULCH (NEW SECTION) Certified weed -free straw mulch shall be placed in a two foot diameter circle around the base of each planted tree or shrub. Mulch shall be placed to a minimum depth of four (4) inches and shall be feathered to plant material trunks, stems, canes, or root collars. All plant crowns shall be free of mulch. 8- 02.3(9) PRUNING, STAKING, GUYING, AND WRAPPING Add the following: Z:\JAN \SPECS \98113- YK -YGW M.wpd 99 Prune all shrubs in accordance with standard horticultural practices and as directed by the Engineer. 8- 02.3(10) FERTILIZERS Add the following: Fertilizer tablets shall be installed with shrubs at manufacturer's suggested rates. 8- 02.3(13) PLANT ESTABLISHMENT Add the following: The Contractor shall prepare a comprehensive list of all unfinished items of work when all planting has been completed. The Engineer will then make an inspection and adjust the list, noting remaining items of work to be corrected or completed to comply with the Contract Documents. The Contractor shall then correct and complete all items of work and request another inspection. When planting is complete and accepted in writing by the Engineer, the plant establishment period shall begin. The Contractor shall maintain all plant materials covered under this Contract for a period of 365 days. During this period, the Contractor shall maintain a healthy growing condition for all plant materials and water, prune, spray, weed, and perform other necessary maintenance operations. Planting beds shall be kept free of all weeds, grass and other undesirable vegetation. Plants shall be inspected by the Contractor at least once per week and maintenance performed promptly. Dead or impaired plants shall be promptly replaced during the planting season of November 15 through December 31. After completion of all landscape work, the Contractor shall request an inspection by the Engineer. The Contractor shall correct all conditions unsatisfactory to the Engineer within a 10 -day period immediately following the inspection. Correctable work shall include the removal and disposal of all dead plant material. Final acceptance of work shall be certified in writing by the Engineer. 8- 02.3(14) PLANT REPLACEMENT Add the following: All plant material shall be guaranteed for a period of one year after the final acceptance date of the Contract, at which time an inspection of all guaranteed work will be conducted jointly with Contractor and the Engineer. Defective materials shall be replaced in like kind and size. The Engineer will certify this final acceptance, in writing. For the purposes of this contract, defective plants are plants that are not in a vigorous or thriving condition. Defective plants include (but are not limited to) plants that are dead; plants that exhibit greater than 10 percent crown (branches and top) die -back; plants that are infested with insects; plants that are diseased; plants with a significant amount of dead, spotty, discolored, or otherwise non - vigorous foliage during the peak of the growing season (plants entering dormancy are excluded from this component of the definition); or plants that have been eaten by animals including those that have been girdled at the base. Defective plants are also plants that do not meet the requirements of the Special Provisions Z:\JAN \SPECS\98113- YK -YGW M.wpd 1 00 of this Contract and /or are the wrong species, types, or sizes, unless the Contractor has received written prior approval for such species substitutions. 8 -02.4 MEASUREMENT Add the following: The pay quantities for plant materials will be determined by count of the number of satisfactory plants accepted by the Engineer. 8 -02.5 PAYMENT Add the following: Payment will be made in accordance with Section 1 -04.1 (Intent of the Contract) for the following bid items: Topsoil Type C Including Placement and Compaction Per Cubic Yard Straw Mulch Per Bale PSIPE (Plant Materials by Species) Per Each The unit price per cubic yard for "Topsoil Type C Including Placement and Compaction" shall be full pay for providing excavating, loading, hauling, placing, and compaction of the material. Payment shall be 75 percent of the unit contract price per each for the Contracted PSIPE plant material following initial inspection and acceptance by the Engineer. Payment shall be increased to the appropriate percentage upon accomplishment of the following phases of plant establishment: 180 Days After Initial Planting Acceptance 85 percent Completion of First -year plant establishment 100 percent 8 -12 CHAIN LINK FENCE AND WIRE FENCE 8 -12.1 DESCRIPTION The third paragraph of Section 8 -12.1 is replaced with the following: Perimeter wire fence shall be of woven wire fabric fastened to wood posts. 8 -12.2 MATERIALS Add the following: Z:WAN \SPECS \98113 -YK -YG W M.wpd 101 Woven wire fence fabric shall be as follows: rectangular design, Zinc coated steel conforming to ASTM A116 -88, Grade 60, Design No. 1047- 6- 12 -1/2, with Class 1 coating. 8 -12.3 CONSTRUCTION REQUIREMENTS 8- 12.3(2)A POSTS Replace with the following: Line posts shall be placed at intervals not to exceed 10 feet. Notify engineer after locations of fence lines, gates, and terminal posts are staked and before proceeding with fence installation. Set posts full depth. Do not cut off bottoms to avail rock removal or additional excavation. Cut butt end of post square. Diameter of post holes shall be 6 inches larger than the diameter of posts. After posts are placed and aligned, backfill holes with suitable earth material and compact with hand tampers. Mound excess earth around post to provide natural drainage. Wood anchors shall be placed on wood posts at grade depressions wherever the tension on the line wires will tend to pull the posts from the ground. Where anchors are indicated, attach by notching post and spiking anchor in place, as shown. Where the new fence joins an existing fence, the two shall be attached in a manner satisfactory to the Engineer, end or corner posts being set as necessary. 8- 12.3(2)B WOVEN WIRE FABRIC Replace with the following: Draw woven wire fabric tight and securely attach to posts. Attach to side of post inside of enclosure. To fasten, terminate woven fabric at each end post, gate post, corner post, and intermediate end post. Wrap each longitudinal wire of woven wire fabric around terminating post and splice to itself with at least four turns. At each line post, fasten each woven wire fabric to post at top and bottom and at intermediate points spaced so as to provide a fastening at intervals not to exceed 12 inches apart, minimum of five fasteners per post. Stretch woven wire fabric, ensure pull is evenly distributed over all longitudinal wires. In final position, fabric shall be free from wrap and sag. Splices of fabric between posts will be permitted provided no more than one splice occurs in any one run of fence. Retighten brace guys and leave lever restrained against woven wire fabric or fence wires. Upon completion, fence shall be straight between corners, posts shall be vertical and firmly set, and all braces, fittings, and fixtures shall be tight and firm. 8 -12.5 PAYMENT Add the following: Z:UAN \SPECS\98113 -YK -YG W M.wpd 102 "Perimeter Wire Fence," per linear foot. 8 -21 PERMANENT SIGNING 8 -21.3 CONSTRUCTION REQUIREMENTS 8- 21.3(1) LOCATION OF SIGNS Replace with the following: Signs are located as shown in the Plans. These are tentative locations subject to change by the Engineer. 8 -21.5 PAYMENT Add the following: Payment will be made in accordance with Section 1 -04.1 (Intent of the Contract) for the following bid items: Permanent Signing Per Lump Sum 9 -14 EROSION CONTROL AND ROADSIDE PLANTING Add the following: Topsoil Type C shall not be taken from areas previously infested with reed canarygrass or any plant species found on the State of Washington Noxious Weeds list. Prior to excavating Topsoil Type C from the source area, the Contractor shall remove aboveground vegetative growth from the source area. The remaining source area shall be rototilled, disced, or otherwise tilled prior to excavation to thoroughly incorporate remaining roots and thatch into the top 6 inches of the topsoil source. Topsoil Type C samples submitted for analysis shall be evaluated for at least the following parameters: Macronutrients: N, P, K, Ca, Mg, S; Micronutrients: Fe, B, Mn, Cu, Zn, Na; Metals: Pb, Cd, As; pH; particle size analysis; cation exchange capacity (CEC); salinity; and organic matter content. Fertilizer recommendations for the production of shrubs and grass shall also be obtained as part of the laboratory analysis. Lime requirements necessary to raise the pH to the values below shall also be obtained. Topsoil Type C shall have, as a minimum, the following composition: pH shall be between 6.2 and 7.0 standard units Organic matter content shall be no less than 5 percent by weight Particle size analysis shall show no more than 10 percent of the material retained on a 1.5 -inch mesh sieve. Particle size analysis shall also measure sand, silt, and clay content. Texture shall be silt loam, loam, or sandy loam as determined by the USDA textural triangle. Z:WAN \SPECS\98113- YK -YGW M.wpd 103 Electrical conductivity (salinity) shall be less than 2.0 deci - Semans per meter. Heavy metals or other contaminants shall not be present at levels that would be detrimental to plant growth. Topsoil sources with pHs less than 6.2 are allowed for use on the project, provided the Contractor amends the soil with lime to achieve the appropriate pH. Lime amendments shall be mixed into the top 6 inches of the soil surface following topsoil placement on the project site. Lime may be applied with other materials with the approval of the Engineer. Lime shall be applied to the placed topsoil and mixed prior to fertilizing, seeding, mulching, and tackifying. No additional compensation will be provided the Contractor to amend the soil for adjustment of pH. Topsoil sources with organic matter contents Tess than 5 percent are allowed for use on the project, provided the Contractor amends the soil with well- decomposed organic matter sources at rates sufficient to increase topsoil organic matter content to 5 percent by weight. All outside sources of organic matter shall have total carbon to total nitrogen ©: N) ratios of 15:1 or Tess. Additions of outside sources of organic matter shall not result in Topsoil Type C parameters falling outside of the requirements of this section. Organic sources used in this manner shall not contain resin, tannin, or other compounds or elements in quantities that would be detrimental to plant life. All organic sources used in this manner shall be rototilled or otherwise thoroughly incorporated into the surface soil prior to planting. 9 -14.3 FERTILIZER Replace with the following: Fertilizer for shrubs shall be in packet form. It shall be a 10 gram biodegradable planting packet containing a blend of min. 16 percent total N, min. 6 percent P2O5, and min. 8 percent K2O along with 6.92 percent S, 0.52 percent Zn, 0.54 percent Fe, 0,54 percent Mg, 0.26 percent CU, 0.05 percent B and 0.56 percent Mn or equivalent. At least the N, P, and K shall be coated to provide slow - release of these nutrients. The packet shall also contain 5 percent humic acid. Sources: Reforestation Technologies International, 1341 Dayton Street, Unit G, Salinas, CA 93901; Ph: 1- 800 - 784 -4769; Fax: 1- 831 - 424 -1495 JRP Internatonal, Inc., 209 West 9th St., Fond du Lac, WI 54935; Ph: 800 -383- 8059 Fax: 920 - 922 -0148 9- 14.4(4) SAWDUST Replace with the following: Sawdust or materials derived from sawdust (such as mulch, organic amendments, etc.) shall not be used on this project. 9- 14.4(7) TACKIFIER Replace with the following: Z:\JAN \SPECS \98113- YK -YGW M.wpd 104 Tackifier shall be a polymer -based product including, but not limited to, liquid PVA type copolymers or other copolymers. The product shall provide a flexible, permeable membrane on the topmost soil layer. It should inhibit moisture evaporation from the soil. Sources and Rates: "Marloc ", Reclamare Company, Seattle, WA 206/824 -2385 (Rate: 60 gallons per acre) "Soil Master WR ", Environmental Soil Systems, Inc., Granada Hills, CA 818/368- 4115 (Rate: 50 gallons per acre) "Atlas SoilLok ", Henkel Adhesives, Oakland, CA 510/786 -3700 (Rate: 50 gallons per acre). 9- 14.4(9) SOIL AMENDMENTS Add the following: The soil amendment used on this project shall be a total organic amendment product. It shall include an organic fertilizer and soil conditioner. The organic fertilizer is manufactured from seedmeal (60 percent), protein- derived, and fortified with calcium -rich (300 pounds per ton) composted chicken manure. The product shall be applied to provide a slow release of organically bound nutrients (nitrogen, phosphorus, potassium) and humus. The product shall have a minimum analysis (nutrient ratio) of 6 -4 -1 ( nitrogen - phosphorus - potassium), with pH not to exceed 5.3 -6.0. The product shall be biodegradable, nonpolluting, non- volatile, and nontoxic, sterilized and weed -free, and contain no heavy metals or salts. The organic fertilizer product shall be supplied in dried, pelletized form, with the dried weight, contents, and chemical analysis clearly marked on each container. The organic soil conditioner will be applied in order to improve soil structure, water percolation, and nutrient availability in the soil. The non -toxic liquid complex of bacteria, enzymes, humic acid, organic wetting agents, and biostimulants to flocculate compacted soil, improve water penetration, and activate nutrients in the soil will additionally contain not less than: • 11.5 percent Sarsapogenin (an organic bacterial activator that removes toxins by stimulating the growth of bacteria that digest toxins and salt). • 20 percent Spirostant (an organic wetting agent). • 10 percent Sarsaponin (an organic surfactant agent). • 10 percent humic acid (organic enzymes). • 10 percent Parigenin (organic enzymes) • 0.25 percent Cytokinins (biostimulants) Product Names: Organic fertilizer: Fertile- Fibers Nutrimulch ", Quattro Environmental, Coronado, CA, 619/522 -0044. Soil conditioner: Kiwi Power ", Quattro Environmental, Coronado, CA 619/522 -0044. 9 -28 SIGNING MATERIALS AND FABRICATION 9 -28.1 GENERAL Replace with the following: Signs for this project shall be constructed of non - reflectorized sheet aluminum. Z:\JAN \SPECS \98113- YK -YGW M.wpd 105 STANDARD PLANS October 2, 2001 The State of Washington Standard Plans for Road, Bridge and Municipal Construction [M21 -01 (English)] transmitted under Publications Transmittal No. 00 -062, effective October 2, 2000, is made a part of this contract. The Standard Plans are revised as follows: A -2 Sheet 1 In the LONGITUDINAL SECTION, the note "Crushed surfacing top course 0.2" MIN compacted depth" is revised to read: "Crushed surfacing top course 0.2' MIN compacted depth." Bar list, transverse bottom Mark 6 bars, the quantity "19" is revised to "23." B -3 In Section A -A, "Pipe support 3" x 0.75" aluminum" is revised to "Pipe support 3" x .075" aluminum." Note 3 is revised as follows: Line 2, 0.60" is revised to 0.060" Line 3, 0.64" is revised to 0.064" Line 4, 0.60" is revised to 0.060" B -11 In detail Thermoplastic Pipe, the statement "Bedding material for thermoplastic pipe" is revised to read "Gravel Backfill for Pipe Zone Bedding." D-la Sheet 1 The chart "FOOTING REINFORCEMENT /STEM REINFORCEMENT," note " * ", the quantity of Class 4000 concrete for Barrier Alternate 2 is revised from "1.123 CY" to "0.123 CY." 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. G -2 Sheet 1 In the Sign Bridge Layout, the reference to 1' 3" is deleted. G -3 In the Typical Truss Details, 1/4" welds are revised to 3/16" welds. G -6 Maintenance Walkway For Sign Bridges, sheets 1 -3 are deleted. H -1 In the chart "Guide Post Types," Type G reflective sheeting 3" x 3/8" is revised to 3" x 8 ". Z:WAN \SPECS\98113 -YK -YG W M.wpd 106 H -4 Sheet 1 Plan Sheet H -4 Sheet 1 is deleted and replaced with Plan Sheet H -4 Sheet 1 published in Metric Standard Plans transmittal No. 00 -061. J -7a Sheet 2 of 2 In the Flashing Beacon Detail, "(200 amber lens)" is revised to "(8" amber lens)." 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 10/08/99 B -21 a 8/10/98 C -3c 3/28/97 A -2 12/23/98 B -22 5/09/97 C -4a 3/14/97 A -3 5/09/97 B -22a 8/01/97 C -4b 6/23/00 A -4 3/07/97 B -23a 5/09/97 C -4e 3/17/00 B -23b 5/09/97 C -5 3/14/97 B -1 3/07/97 B -23c 5/09/97 0-6 5/30/97 B -1 a 3/07/97 B -23d 5/09/97 C -6a 3/14/97 B -1 b 3/07/97 B -25 5/09/97 C -6c 1/06/00 B -1 e 3/07/97 B -26 7/18/97 C -6d 5/30/97 B -1 z 5/30/97 B -27 8/01/97 C -6f 7/25/97 B -2 5/09/97 B -28 10/06/99 C -7 8/10/97 B -2a 5/09/97 B -29 4/24/98 C -7a 8/01/97 B -2b 4/18/97 B -30 8/10/98 0-8 8/10/98 B -2c 7/25/97 C -8a 7/25/97 B -3 5/09/97 C -1 7/31/98 C -8b 7/17/98 B -3a 5/09/97 C-la 7/31/98 C -8c 5/30/97 B -4b 5/09/97 C -1 b #1 3/17/00 C -8d 7/25/97 B -4c 5/09/97 C -1 b #2 3/17/00 C -8e 4/02/99 B -4f 5/09/97 C -1 c 5/30/97 C -9a 3/14/97 B -4g 7/18/97 C -1 d 3/14/97 C -10 #1 7/21/98 B -4h 5/09/97 C -2 1/06/00 C -10 #2 7/31/98 B -7 5/09/97 C -2a 7/17/98 0-11 5/30/97 B -7a 3/07/97 C -2b 6/12/98 C -11 a 2/19/99 B -8 5/09/97 C -2c 1/08/99 - C -11 b #1 2/19/99 B -8a 7/25/97 C -2d 5/22/98 C -11 b #2 8/01/97 B -9 5/09/97 C -2e 3/07/97 0-12 1/06/00 B -9a 5/09/97 C -2f 3/14/97 C -13 #1 4/16/99 B -9b 5/09/97 C -2g 3/28/97 C -13 #2 4/16/99 B -9c 7/18/97 C -2h 3/28/97 C -13a 4/16/99 B -9d 7/18/97 C -2i 3/28/97 C -13b 4/16/99 B -11 5/09/97 C -2j 6/12/98 B -13 12/04/98 C -2k 3/14/97 D -1 a #1 10/06/99 B -18 5/09/97 C -2m 3/14/97 D -1 a #2 10/06/99 B -18a 5/09/97 C -2n 3/14/97 D -1 b #1 10/06/99 B -18b 7/18/97 C -2p 3/28/97 D -1 b #2 10/06/99 B -19 5/30/97 0-3 8/10/98 D -1 c #1 10/06/99 B -20d 7/18/97 C -3a 3/14/97 D -1 c #2 10/06/99 B -21 7/18/97 C -3b 3/14/97 D -1 d #1 10/06/99 Z:UAMSPECS \98113- YK -YGW M.wpd 1 07 D -1 d #2 10/06/99 G -3 7/02/98 J -1 b 10/08/99 D -1 e #1 10/06/99 G -3a 7/02/98 J -1 c 4/24/98 D -1 e #2 10/06/99 G -4a 4/02/99 J -1 e 8/01/97 D -1 f #1 10/06/99 G -4b 8/12/94 J -1 f 6/23/00 D -1f #2 10/06/99 G -6 #1 4/28/00 J -3 8/01/97 D -2a 3/14/97 G -6 #2 4/28/00 J -3b 4/24/98 D -2b 3/14/97 G -6 #3 4/28/00 J -3c 6/19/98 D -2c 3/14/97 G -7 7/18/97 J -3d 4/02/99 D -2d 3/14/97 G -8a 10/06/99 J -5 8/01/97 D -2e 3/14/97 G -8b #1 5/05/00 J -6c 4/24/98 D -2f 3/14/97 G -8b #2 5/05/00 J -6f 4/24/98 D -2g 3/14/97 G -8b #3 5/05/00 J -6g 8/01/97 D -2h 3/14/97 G -9a #1 4/02/99 J -6h 4/24/98 D -2i 3/14/97 G -9a #2 4/02/99 J -7a 6/23/00 D -2j 3/14/97 G -9b #1 4/02/99 J -7c 6/19/98 D -2k 3/14/97 G -9b #2 4/02/99 J -7d 4/24/98 D -21 3/14/97 G -9b #3 4/02/99 J -8a 8/01/97 D -2m 3/14/97 J -9a 4/24/98 D -2n 3/14/97 H -1 7/18/97 J -10 7/18/97 D -2o 3/14/97 H-la 4/14/00 J -11 a 4/02/99 D -2p 3/14/97 H-lb 5/05/00 D -2q 3/14/97 H-lc 8/01/97 K -1 3/07/97 D -2r 3/14/97 H -1 d 7/18/97 K -2 3/07/97 D -2s 3/14/97 H -1 e 4/14/00 K -3 3/07/97 D -2t 3/14/97 H -2 8/01/97 K -5 3/07/97 D -2u 3/07/97 H -3 4/14/00 K -7 3/07/97 D -2v 3/07/97 H -3a 6/23/00 K -8 3/07/97 D -2w 3/07/97 H -4 #1 2/18/00 K -10 3/07/97 D -2x 3/07/97 H -4 #2 2/18/00 K -11 3/07/97 D -2y 9/12/97 H -4 #3 2/18/00 K -13 3/07/97 D -4 12/11/98 H -5 2/18/00 K -16 3/07/97 D -6 6/19/98 H -5a 2/18/00 K -17 3/07/97 D -7 10/06/99 H -5b 2/18/00 K -18 3/07/97 D -7a 10/06/99 H -5c 8/01/97 D -9 #1 12/11/98 H -5d 4/14/00 L -1 7/18/97 D -9 #2 12/11/98 H -6 1/06/00 L -2 7/18/97 H -7 8/10/98 L -3 7/18/97 E -1 7/25/97 H8 9/18/98 L -5 7/31/98 E -2 5/29/98 H -9 4/18/97 L -5a 7/31/98 E -5 5/29/98 H -10 5/29/98 L -6 7/25/97 H -12 6/23/00 F -1 7/18/97 H -13 7/25/97 F -2 8/27/99 H -13a 7/25/97 F -2a 5/30/97 H -14 #1 4/23/99 F -2b 3/14/97 H -14 #2 4/23/99 F -3 2/09/00 1 -1 7/18/97 G -2 7/02/98 1 -2 4/23/99 G -2a 7/02/98 1 -3 8/20/99 Z:UAN \SPECS\98113 -YK -YG W M.wpd 1 08 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this y day of 114 f(KCff , 2002, by and between the City of Yakima, hereinafter called the Owner, and AA/ET /It R EAJ E .c �/.. C a Washington C` 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 BID AMOUNT OF $ 110,073.91 for SR 82 Yakima Greenway — Wetland Mitigation , City Project No. 1847, all in accordance with, and as described in the attached plans and specifications and the 2000 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. Procurement time for the equipment shall be 60 days. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Thirty (30) working 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 g 444- day of 2002. ' 1M, C .( � _,%'� j� ", a �� , Co r oration r Contractor 7 / .r> City Manager Attest: — r r ( -,.loi w I� t 1 (Print Name) City Clerk F ' ItS (President, Owner, etc.) Address: LO[> re /'U, /4 — c�e (/ FACSIMILE TRANSMISSION COVER SHEET Number of pages (Including Cover Page) _4_ March 1, 2002 FAX # 248 -9007 Marsh Advantage America 1430 No. 16th Avenue Yakima, WA 98902 Attention: Joel Pearson or Deb Krautwurm Re: SR 82 Yakima Gateway - Wetland Mitigation, City Project No. 1847 Dear Mr. Pearson, Ms. Krautwurm Attached is the Certificate of Insurance information sent in by Metal Benders, Inc. for the above referenced project. Using the checklist, there does seem to a deficiency or two in the Certificate as completed, but I would like your opinion before I contact their Insurance Carrier. Please review and inform me of any necessary changes to be in accordance with the project specifications. 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 I CA 1' U _ R Desgrc ellier, Senior Engineer CITY OF YAKIMA LIABILITY CERTIFICATE CHECKLIST Contractor: Metal Benders, Inc. Project: SR 82 Yakima Gateway - Wetland Mitigation, City Project No. 1847 1. Carriers admitted in the State of Washington an A -VII or better in `2 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 A , -3- �) , 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 / C \ Uri i- _ frt o - company, its agents or representatives" crossed out and initialed by ; , , _ 4. i n the agent? Is 20 days or more notice of cancellation shown? 10. The wording at the top of the certificate "This Certificate is issued as a matter of information only and confers no rights upon the certificate holder" shall be crossed out and initialed by the agent/broker 03/01/02 FRI 09:53 FAX 1Z1001 SENT 8Y: CITY OF YAKIMA; 600 576 8314; MAH -1 -02 9:39AM; PAGE 2/4 (Jab Desco1h 57 ( I Lf CITY OF YAKIMA LIABILITY CERTIFICATE CHECKLIST \ Contractor: Metal Benders, Inc. \ \`�` Project: SR 82 Yakima Gateway - Wetland Mitigation, City Project No. 1847 �� 0\1 \ ,,9 7 , `, 9 1 Caryl ®fs admitted in the State of Washington an A or bett er 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, ✓+ end elected and appointed officials are listed as an additional insured. 014" j 6e Copy of additional Insured endorsement included which is signed by A 0. c L, , n �� te at -� ✓ ` v c, - ; the agent. _ALI0ti 7. Per job aggregate endorsement shown, If not, Is a $2,000,000 umbrella f r limit shown over $1,000,000 underlying? otcorip--zi 8. Is the general liability policy subject to a deductible of 55,000 or less? id 1 ') 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 ' 7 (''A eu 4- - ._ h b -I company, its agents or representatives" crossed out and Initialed by ti - �_ a pc . the agent? Is 20 days or more notice of cancellation shown? Q t , 10, The wording at the top of the certificate "This Certificate is issued es a matter of Information only and confers no rights upon the certificate holder" ,n n f , u A 1 r shall be crossed out and initialed by the agent/broker_ V, l: �1�tp mak4 v\th UcaltiLL , 9 04201 ,„,i,Q,,,,A . k 40,4-u.iGurk 03/05/02 TUE 13:43 FAX X1001 ra a(r.1 •ij LC�CIG lb. 'ii oem❑tbb yb� YAKIMA LN( DIV PAGE e 1 /03 F • TRANS l/ SION COVER SHEET 3 pages (ind cayar) -__ bp a March 4, 2002 1 ‘0 '� To: Marsh 0\)\ L� 1430 N. 16th Ave. Yakima, WA 58$02 FAX No, 246 -9007 ■i \\ - \ • - Attention: Joel Pearson or Debbie Krautwurm , 7&1$ 4- \ 4 Re: Certificate of Insurance for SR82 Yakima Gateway, Wetland Mitigation w (1c01\ Project No. #1847 . Contractor: Metal Benders Inc, \ '. Please review and indicate whether the attached Certificate of Insurance meets the City's specifications and requirements. This subrnittal Includes the additional insured endorsement and the cancellation language changes This is a re- submittal of an earlier review. I believe everything is in place, but would like confirmation of Item #7 - Per job aggregate endorsement shown, if not, is a $2,000,000 umbrella limit shown over $1,000,000 underlying? If you have any questions please contact me at 575 - 6138. The Cit En ineerin FAX No. is 5M6305. , --,� F m: Jim Maine, Project Engineer cc: City Attorney File ACORD CERTIFICATE OF LIABILITY INSURANCE 03/06/2002 PRODUCER (509)248 - 3515 FAX (509)248 -3673 XNIOCORMFMKNXIIMSDIRXXIMMONVIXWANKCIMIXNk3N 1 Terril, Lewis and Wilke Insurance Inc INEX OD }ICJ X SIDERXIMEX1�7�-CME ]KKR. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 Box 1789 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 112 S 4th Street INSURERS AFFORDING COVERAGE Yakima, WA 98907 INSURED Metal Benders, Inc INSURER A. Transportation Ins Co 1008 N 9th Ave INSURER B: Transcontinental Ins Co Yakima, WA 98902 INSURER C: INSURER D: I INSURER E. COVERAGES I 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. NSR TYPE OF INSURANCE POLICY NUMBER DA E (MM /DDYE PD (MM/DD/YY) LTR /Y LIMITS GENERAL LIABILITY 1078606322 06/21/2001 06/21/2002 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 I A PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 1,000,000 — 1 POLICY X 2 n LOC AUTOMOBILE LIABILITY 1078606336 , 06. 1/2001 06/21/2002 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ' i. + ALL OWNED AUTOS BODILY INJURY -� (Per person) $ SCHEDULED B AUTOS °� / c1 _. - X HIRED AUTOS - ( BODILY INJURY !!! (Per accident) $ X NON -OWNED AUTOS �; ; PROPERTY DAMAGE $ (Per accident) j '', . GARAGE LIABILITY . -- - e AUTO ONLY - EA ACCIDENT $ ANY AUTO -•' OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY 1078606353 06/21/2001 06/21/2002 EACH OCCURRENCE _ $ 1,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 1,000,000 A $ DEDUCTIBLE $ X RETENTION $ 10,000 $ WORKERS COMPENSATION AND 1078606322 -STOP GAP 06/21/2001 06/21/2002 TORY LIM TS X OER EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ 1,000,000 A E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ity of Yakima, Yakima County and :heir agents, employees and elected or appointed officials are named as additional [ nsureds as respects project #1847 - SR 82 Yakima Greenway - Wetland Mitigation bids & Replaces Certificate dated 3/4/2002 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 DIi11LXX11 X1 MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEF , I City of Yakima KI KX TXMXX4 XXXIXORM000000k?(X X 129 N. 2nd Street (OGHX'xdlXX XKXWeeteD4XdCXXXXXIMMEWX1Cs 000(rXXXXXXX X Yakima, WA 98901 AUTHORIZED REPRESENTATIVE f� I Ash Miller/SANDY r ACORD 25 -S (7/97) ©ACORD CORPORATION 1988 INSURED: Metal Benders, Inc. COMMERCIAL GENERAL LIABILITY POLICY NUMBER: 1078606322 POLICY PERIOD: 6/21/2001 - 6/21/2002 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 City of Yakima Name of Person or Organization: Yakima County, their agents, employees and elected or appointed officials 129 N. 2nd Street Yakima, WA 98901 RE: Project 111847 - SR 82 Yakima Greenway - Wetland Mitigation (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) WHO IS 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. - / r s CG 20 10 11 85 il PERFORMANCE BOND Bond #: 400SM98860 ri BOND TO CITY OF YAKIMA 11 KNOW ALL MEN BY THESE PRESENTS: ri That we, the undersigned, Metal Benders, Inc. a Washington Corporation as Principal and Fidelity and Guaranty Insurance Com a corporation organized and existing under the laws of the State of Iowa surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as sure Huejointl and oe severally lly held y and� e ir firmly 91/100 bound to the CITY OF YAKIMA in the penal sum of $ the payment of which sum on demand we bind ourselves and our successors, heirs, administrators rl 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. ri DATED at Yakima, Washington, this day of February ,20 In Neverless, the conditions of the above obligations are such that: WHEREAS, pursuant to action taken by the Yakima City Council on February , 2002 in the City Manager and City Clerk of the CITY OF YAKIMA has let or is about to let to the said Metal Benders, Inc. 1 847 , and the above bounden Principal, a certain Contract, ETLAND MITIGATION (whg h Contrac is referred to rii providing for SR 82 YAKIMA GATEWA herein and is made a part hereof as though attached hereto), and, WHEREAS, the said Principal has acc for in the about to a ccept, within the t m set ntract, and under- take to perform the work therein pro NOW THEREFORE, if the said Metal Benders, Inc. ri 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, subcontractors and material men, and all persons who shall 11 supply said principal or subcontractors with provisions and supplies for the carrying 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 said work '' or negligence on the part of said principal, or any subcontractor in the performance of ete elected or and shall indemnify and hold the CITY OF YAKIMA, its employees, agents, appointed officials, harmless from any damage or expense by reason of failure of performance as r specified in said Contract or from defects appearing or developing in the material or workmanship provided or performed under 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. ril 111 ri Z'UAN \SPECS\98113 -YK -YG W M.wpd r Metal Benders, Inc. (Contractor) By: (Print Name) Approved as to form: Its: • r (President, Owner, etc.) • r -= —= (City •ttorney) Fidelity and Guaranty Insurance Company (Surety) By: rl Donna S. Martinez (Print Name) Its: Attorney -in -Fact il 1 ii 11 11 ri Z:l1AN \SPECS\98113- YK -YGW M.wpd 112 The u' 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 � r � Certificate No. 713 L 5 6 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 IN WITNESS WHEREOF, the Companies have caused this instrument td be signed'and sealed this 14 th day of April 2000 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 ` o d <o ` �"'N 9y � �N SUgq � c - �` �StY ��. <r " �; —;:� t gys Y y9� g JOHN F PHINNEY, Vice President TED � a SE AL,,a " ; SBRLa , n 1 State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary On this 14th day of April , 2000 , before me, the undersigned officer, personally appeared John F Phinney 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. L In Witness Whereof, I hereunto set my hand and official seal. I V rA RY I �` My Commission expires the 13th day of July, 2002. C'iV l o REBECCA EASLEY - ONOKALA, Notary Public 86203 Rev 7 -2000 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 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 1 and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this day of February 2002 .ap [ 0 i , � " �n s o o q , ITYgltp Yy 0.1.0, ! ' 927 @ a� is _'P� F"7.47til io ;a _._ f IpM RU s yO • �3'`- A e ..(,.. CCd17F F7l - �.�pPPORAl .m' � t�RA / TED 1 m s r SEAL fel i . _3EAL.D ,n 9896 1977 1951 4 9 1 1 � , . ;„ , ✓ '*,, ,„ r" �Ae • Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call I- 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. MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman, or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less that the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Contractor Subscribed and sworn to before me on this day of , 20 . Notary Public in and for the State of Washington residing Z:UAN \SPECS \98113- YK -YGW M.wpd 115 PREVAILING WAGE RATES Department of labor & Industries Statement Prevailing Wage Rates for Yakima County Benefit Code Key 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 and the 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 of Labor and Industries, are by reference made a part of this Contract. A schedule of prevailing wage rates is included in these Specifications. Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative that all contractors and subcontractors familiarize themselves with the current wage rates before submitting bids based on these Specifications. Before any payment is made by the local government body of any sums due under this Contract, the local government body must receive from the CONTRACTOR and each subcontractor a copy of the "Statement of Intent to Pay Prevailing Wages" approved by the Washington State Department of Labor and Industries. Also following the acceptance of the project, the local government body must receive from the CONTRACTOR and each subcontractor a copy of "Affidavit of Wages Paid" and, in addition, from the prime contractor a copy of "Release for the Protection of Property Owners and General Contractor," all approved by the State Department of Labor and Industries. Forms may be obtained from the Department of Labor and Industries. The CONTRACTOR and each subcontractor shall pay all fees associated with and make all applications directly to the Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the CONTRACTOR. Payment by the CONTRACTOR and subcontractor of any fees shall be considered incidental to the construction and all costs shall be included in other pay items of the project. The Contractor and all Subcontractors shall also be required to submit certified weekly payroll forms with an accompanying Statement of Compliance so that payment of prevailing wage rates and fringe benefits may be verified. Z:UAN \SPECS\98113- YK -YGW M.wpd 116 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 -01 * ** ►, * *** * * * * * * * ***** * * * * * * * * * *, * * * *** ***** * ** *** * *** *** * ******* * ** **tom* ********ir*,**-. *,*,tom *** ** t (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $24.25 1M 50 BOILERMAKERS JOURNEY LEVEL $35.96 1B 5N BRICK AND MARBLE MASONS JOURNEY LEVEL $30.42 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $8.45 1 CARPENTERS ACOUSTICAL WORKER $28.10 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $34.34 1M 5D CARPENTER $27.84 1M 5D CREOSOTED MATERIAL $27.84 1M 5D DRYWALL APPLICATOR $27.84 1M 5D FLOOR FINISHER $27.97 1M 5D FLOOR LAYER $27.97 1M 5D FLOOR SANDER $27.97 1M 5D MILLWRIGHT $35.34 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $34.54 1M 5D SAWFILER $27.97 1M 5D SHINGLER $27.97 1M 5D STATIONARY POWER SAW OPERATOR $27.97 1M 5D STATIONARY WOODWORKING TOOLS $27.97 1M 5D CEMENT MASONS JOURNEY LEVEL $16.85 1 DIVERS & TENDERS DIVER $74.30 1M 5D 8A DIVER TENDER $37.01 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $35.67 1B 5D 8L ASSISTANT MATE (DECKHAND) $35.23 1B 5D 8L BOATMEN $35.67 1B 5D 8L ENGINEER WELDER $35.72 16 5D 8L LEVERMAN, HYDRAULIC $37.11 1B 5D 8L MAINTENANCE $35.23 1B 5D 8L MATES $35.67 1B 5D 8L OILER $35.33 1B 5D 8L DRYWALL TAPERS JOURNEY LEVEL $25.44 1P 5A ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $20.99 1 Page 1 117 YAKIMA COUNTY Effective 08 -31 -01 ************ *** ***** * * *********** ******* *** ,e * * ******* ******ems : * ****** * **** *,max t ******** ***** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INSIDE JOURNEY LEVEL $36.81 1J 5Z ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERUNE CONSTRUCTION CABLE SPLICER $42.16 4A 5A CERTIFIED LINE WELDER $38.72 4A 5A GROUNDPERSON $28.38 4A 5A HEAD GROUNDPERSON $29.81 4A 5A HEAVY LINE EQUIPMENT OPERATOR $38.72 4A 5A JACKHAMMER OPERATOR $29.81 4A 5A JOURNEY LEVEL LINEPERSON $38.72 4A 5A LINE EQUIPMENT OPERATOR $32.95 4A 5A POLE SPRAYER $38.72 4A 5A POWDERPERSON $29.81 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS CONSTRUCTOR $31.29 4A 61 MECHANIC $42.25 4A 61 MECHANIC IN CHARGE $46.63 4A 61 PROBATIONARY CONSTRUCTOR $16.27 4A 61 FABRICATED PRECAST CONCRETE PRODUCTS CRAFTSMAN $8.65 1 LABORER $6.72 1 PRODUCTION WORKER $7.15 1 FENCE ERECTORS FENCE ERECTOR $13.80 1 FENCE LABORER $11.60 1 FLAGGERS JOURNEY LEVEL $22.53 1M 5D GLAZIERS JOURNEY LEVEL $18.43 1B 61 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $35.83 1F 5C HEATING EQUIPMENT MECHANICS MECHANIC $18.45 1J 5 A 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 $6.72 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $34.34 1M 5D Page 2 118 YAKIMA COUNTY Effective 08 -31 -01 *** * * * * * * * * * * * * * ***** * **** * * ****** **** * *A**** ** ,k**lrk * ********* * *, ****t **** * (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code IRONWORKERS JOURNEY LEVEL $37.07 1B 5A LABORERS ASPHALT RAKER $24.73 1M 5D BALLAST REGULATOR MACHINE $24.25 1M 5D BATCH WEIGHMAN $22.53 1M 5D CARPENTER TENDER $24.25 1M 5D CASSION WORKER $25.09 1M 5D CEMENT DUMPER/PAVING $24.73 1M 5D CEMENT FINISHER TENDER $24.25 1M 5D CHIPPING GUN (OVER 30 LBS) $24.73 1M 5D CHIPPING GUN (UNDER 30 LBS) $24.25 1M 5D CHUCK TENDER $24.25 1M 5D CLEAN -UP LABORER $24.25 1M 5D CONCRETE FORM STRIPPER $24.25 1M 5D CONCRETE SAW OPERATOR $24.73 1M 5D CRUSHER FEEDER $22.53 1M 5D CURING LABORER $24.25 1M 5D DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) $24.25 1M 5D DITCH DIGGER $24.25 1M 5D DIVER $25.09 1M 5D DRILL OPERATOR (HYDRAULIC, DIAMOND) $24.73 1M 5D DRILL OPERATOR, AIRTRAC $25.09 1M 5D DUMPMAN $24.25 1M 5D FALLER/BUCKER, CHAIN SAW $24.73 1M 5D FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT $20.21 1M 5D construction debris cleanup) FINE GRADERS $24.25 1M 5D FIRE WATCH $24.25 1M 5D FORM SETTER $24.25 1M 5D GABION BASKET BUILDER $24.25 1M 5D GENERAL LABORER $24.25 1M 5D GRADE CHECKER & TRANSIT PERSON $24.73 1M 5D GRINDERS $24.25 1M 5D GROUT MACHINE TENDER $24.25 1M 5D HAZARDOUS WASTE WORKER LEVEL A $25.09 1M 5D HAZARDOUS WASTE WORKER LEVEL B $24.73 1M 5D HAZARDOUS WASTE WORKER LEVEL C $24.25 1M 5D HIGH SCALER $25.09 1M 5D HOD CARRIER $24.73 1M 5D JACKHAMMER $24.73 1M 5D LASER BEAM OPERATOR $24.73 1M 5D MINER $25.09 1M 5D N0771 FMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $24.73 1M 50 PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $24.73 1M 5D PILOT CAR $22.53 1M 5D PIPE RELINER (NOT INSERT TYPE) $24.73 1M 5D PIPELAYER & CAULKER $24.73 1M 5D PIPELAYER & CAULKER (LEAD) $25.09 1M 5D PIPEWRAPPER $24.73 1M 5D POT TENDER $24.25 1M 5D Page 3 119 YAKIMA COUNTY Effective 08 -31 -01 *** * ** * * * * * * *** ** *ire *** ***r * * * ** *,ems **** ********* ***x * * * * * #** .***Irk x***ink* ►*** * **. r*e * ***** * * ** **rye* (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Cade Code Code POWDERMAN $25.09 1M 50 POWDERMAN HELPER $24.25 1M 5D POWERJACKS $24.73 1M 5D RAILROAD SPIKE PULLER (POWER) $24.73 1M 5D RE- TIMBERMAN $25.09 1M 5D RIPRAP MAN $24.25 iM 5D SIGNALMAN $24.25 1M 5D SLOPER SPRAYMAN $24.25 1M 5D SPREADER (CLARY POWER OR SIMILAR TYPES) $24.73 1M 5D SPREADER (CONCRETE) $24.73 1M 5D STAKE HOPPER $24.25 1M 5D STOCKPILER $24.25 1M 5D TAMPER & SIMILAR ELECTRIC, AIR & GAS $24.73 1M 5D TAMPER (MULTIPLE & SELF PROPELLED) $24.73 IM 5D TOOLROOM MAN (AT JOB SITE) $22.53 1M 50 TOPPER - TAILER $24.25 1M 5D TRACK LABORER $24.25 1M 5D TRACK LINER (POWER) $24.73 1M 5D ' TUGGER OPERATOR $24.73 1M 5D VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $24.25 1M 5D VIBRATOR $24 73 1M 5D WELDER $24.25 1M 5D WELL-POINT LABORER $24.73 1M 5D LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $24.25 1M 5D PIPE LAYER $24.73 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 $27.84 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 $16.75 1 PLASTERERS JOURNEY LEVEL $35.63 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.63 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $40.40 10 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $33.59 IT 5D 8L Page 4 120 YAKIMA COUNTY Effective 08 -31 -01 *********************************************Irk******- InleirinIntInlir*******************-** ,r* *Ie,e ******* * *,.,t * * * * *** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code BACKHOE, EXCAVATOR, SHOVEL. (3 YD & UNDER) $36.05 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $36.49 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $36.99 IT 50 8L BACKHOES, (75 HP & UNDER) $35.69 IT 5D 8L BACKHOES, (OVER 75 HP) $36.05 IT 50 8L BARRIER MACHINE (ZIPPER) $36.05 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $36.05 IT 5D 8L BELT LOADERS (ELEVATING TYPE) $35.69 IT 5D 8L BOBCAT $33.59 IT 5D 8L BROOMS $33.59 1T 5D 8L BUMP CU i i tR $36.05 1T 5D 81 CABLEWAYS $36.49 1T 50 8L CHIPPER $36.05 1T 5D 8L COMPRESSORS $33.59 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $33.59 1T 5D 8L CONCRETE PUMPS $35.69 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $36.05 1T 5D 8L CONVEYORS $35.69 IT 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $35.69 IT 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $36.05 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $36.49 1T 5D 8L WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $36.99 IT 50 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $37 49 IT 5D 8L WITH ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $33.59 1T 5D 8L CRANES, A- FRAME, OVER 10 TON $35.69 IT 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $37.99 1T 50 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $36.05 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (45 - 99 TONS) $36.49 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $36.99 1T 50 8L CRANES, TOWER CRANE UP TO 175 IN HEIGHT, BASE TO BOOM $36.99 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $37.49 1T 50 8L CRUSHERS $36.05 1T 50 8L DECK ENGINEER/DECK WINCHES (POWER) $36.05 1T 5D 8L DERRICK, BUILDING $36.49 1T 5D 8L DOZERS, D-9 & UNDER $35.69 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $35.69 1T 5D 8L DRILLING MACHINE $36.05 IT 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $33.59 IT 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $35.69 1T 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $36.05 IT 5D 8L FORK LIFTS, (3000 LBS AND OVER) $35.69 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $33.59 IT 5D 8L GRADE ENGINEER $35.69 IT 5D 8L GRADECHECKER AND STAKEMAN $33.59 IT 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS $35.69 1T 5D 8L HORIZONTAL/DIRECTIONAL DRILL LOCATOR $35.69 IT 5D 8L HORIZONTAL/DIRECTIONAL DRILL OPERATOR $36.05 1T 5D 8L HYDRALJFTS /BOOM TRUCKS (10 TON & UNDER) $33.59 1T 5D 8L HYDRAUFTS /BOOM TRUCKS (OVER 10 TON) $35.69 1T 5D 8L Page 5 121 YAKIMA COUNTY Effective 08 -31 -01 *********** * *** ***** * * * * * * * *** *** ** * **** A A A A A * * *** * * *** *** ***!*** *** * * *** ink ********* ***** *** *** * *** * **** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LOADERS, OVERHEAD (6 YD UP TO 8 YD) $36.49 IT 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $36.99 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $36.05 IT 5D 8L LOCOMOTIVES, ALL $36.05 1T 5D 8L MECHANICS, ALL $36.05 1T 5D 8L MIXERS, ASPHALT PLANT $36.05 IT 5D 8L MOTOR PATROL GRADER (FINISHING) $36.05 IT 5D 8L MOTOR PATROL GRADER (NON - FINISHING) $35.69 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $36.49 IT 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $33.59 1T 50 8L OPERATOR PAVEMENT BREAKER $33.59 IT 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $36.05 1T 5D 8L PLANT OILER (ASPHALT CRUSHER) $35.69 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $33.59 . IT 5D 8L POWER PLANT $33.59 IT 5D 8L PUMPS, WATER $33.59 1 T 5D 8L QUAD 9, D-10, AND HD-41 $36.49 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $36.49 IT 5D 8L EQUIP RIGGER AND BELLMAN $33.59 1T 5D 8L ROLLAGON $36.49 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $33.59 1T 50 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $35.69 1T 5D 8L ROTO -MILL, ROTO- GRINDER $36.05 IT 5D 8L SAWS, CONCRETE $35.69 IT 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $36.05 IT 50 8L OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $36.49 IT 5D 8L OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $35.69 IT 5D 8L SCREED MAN $36.05 1T 5D 8L SHOTCRETE GUNITE $33,59 IT 5D 8L SLIPFORM PAVERS $36.49 IT 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX $36.05 1T 5D 8L SUBGRADE TRIMMER $36.05 1T 5D 8L TRACTORS, (75 HP & UNDER) $35.69 1T 5D 8L TRACTORS, (OVER 75 HP) $36.05 1T 50 8L TRANSFER MATERIAL SERVICE MACHINE $36.05 IT 5D 81 TRANSPORTERS, ALL TRACK OR TRUCK TYPE $36.49 IT 5D 8L TRENCHING MACHINES $35.69 IT 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $35.69 IT 5D 81 TRUCK CRANE OILER/DRIVER (100 TON & OVER) $36.05 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $33.59 IT 5D 8L YO YO PAY DOZER $36.05 IT 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & WATER ALL CLASSIFICATIONS $19.85 1 POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $28.90 4A 5A SPRAY PERSON $27.34 4A 5A TREE EQUIPMENT OPERATOR $27.72 4A 5A TREE TRIMMER $25.64 4A 5A TREE TRIMMER GROUNDPERSON $18.70 4A 5A Page 6 122 YAKIMA COUNTY Effective 08 -31 -01 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Cade REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $22.90 1 RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $19.72 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.81 1M 5D 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 $11.48 1 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $10.00 1 RESIDENTIAL LABORERS JOURNEY LEVEL $6.84 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $11.42 1 RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL $16.97 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $23.92 1B 5A RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $17.55 1 ROOFERS JOURNEY LEVEL $25.77 1B 51 USING IRRITABLE BITUMINOUS MATERIALS $28.77 1B 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $34.29 1B 5A SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) JOURNEY LEVEL $14.65 1 SOFT FLOOR LAYERS JOURNEY LEVEL $15.79 1 SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $6.72 1 5T 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 TELEPHONE UNE CONSTRUCTION - OUTSIDE CABLE SPLICER $24.74 2B 5A HOLE DIGGER/GROUND PERSON $13.18 2B 5A INSTALLER (REPAIRER) $23.66 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $22.91 2B 5A SPECIAL APPARATUS INSTALLER I $24.74 2B 5A SPECIAL APPARATUS INSTALLER 11 $24.21 2B 5A Page 7 123 YAKIMA COUNTY Effective 08 -31 -01 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TELEPHONE EQUIPMENT OPERATOR (HEAVY) $24.74 2B 5A TELEPHONE EQUIPMENT OPERATOR (UGHT) $22.91 2B 5A TELEVISION GROUND PERSON $12.42 2B 5A TELEVISION UNEPERSONI1NSTALLER $17.02 2B `A TELEVISION SYSTEM TECHNICIAN $20.54 2B 5A TELEVISION TECHNICIAN $18.33 2B 5A TREE TRIMMER $22.91 2B `A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $24.36 4A 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $20.56 `A 5 A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $27.67 1K 5A TRUCK DRIVERS ASPHALT MIX $14.19 1 DUMP TRUCK $25.62 1 DUMP TRUCK & TRAILER $25.62 1 OTHER TRUCKS $25.62 1 TRANSIT MIXER $25.62 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.15 1 OILER $9.20 1 WELL DRILLER 517.68 1 Page 8 124 S ,„A7f 4 f STATE OF WASHINGTON 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 ea 125 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 CABINET MAKERS (IN SHOP) EFFECTIVE 08-31-01 .*•* ,**.,.*** * * *** * * **.***** *"*.'*.**"' * '...*....'.' *."`"�.*'..**.'..* (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 t 126 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 ...,««.,,..*1..«.,...,,�...«� ........ ...:.,....,...,. ....tart......... . FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 08 -31 -01 ,,.,,,..« ....«.....«..«..«... ....................*........« ........ « :.......«........:..(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 1 Counties Covered: CLALLAM, CLARK, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WAHKIAKUM ALL CLASSIFICATIONS $13.50 1 Counties Covered: KING ARCHITECTURAL AND PRESTRESSED CONCRETE - All $10.60 1 Classifications ALL OTHER CONCRETE PRODUCTS - Carpenter $18.77 1B 6S ALL OTHER CONCRETE PRODUCTS - Clean -up $17 99 1B 6S ALL OTHER CONCRETE PRODUCTS - Fabricator $18.24 1B 6S ALL OTHER CONCRETE PRODUCTS - Gunite $18.24 1B 6S ALL OTHER CONCRETE PRODUCTS - Maintenance $18.77 18 6S ALL OTHER CONCRETE PRODUCTS - Operator $18.24 1B 6S ALL OTHER CONCRETE PRODUCTS - Welder $18.24 16 6S ALL OTHER CONCRETE PRODUCTS - Wet Pour $17 99 1B 6S ALL OTHER CONCRETE PRODUCTS - Yard Patch $17.99 1B 6S Counties Covered: PIERCE ALL CLASSIFICATIONS $10 00 1 Counties Covered: SPOKANE LABORER $6.72 1 MACHINE OPERATOR $10.33 1 127 • FABRICATED PRECAST CONCRETE PRODUCTS EFFECTIVE 08 -31 -01 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: WHATCOM 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 72 1 PRODUCTION WORKER $7 15 1 128 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. INDUSTRIAL ENGINE AND MACHINE MECHANICS EFFECTIVE 08 -31 -01 rt# MH...... ff.►# i. i f- t.. 4. t.Mf#tf HMMtrtH*** *.fM...ftHY#fHf..t.Ndf f..#...l tttfe. lrH MM...... f.. i'.. ....fNt......M...1.#..i..ti+l.d (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: ADAMS, ASOTIN, BENTON, CHELAN, CLALLAM, CLARK, COLUMBIA, COWLITZ, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, KUCKITAT, LEWIS, UNCOLN, MASON, OKANOGAN, PACIFIC, PEND OREILLE, PIERCE, SAN JUAN, SKAGIT, SKAMANIA, SNOHOMISH, SPOKANE, STEVENS, THURSTON, WAHKIAKUM, WALLA WALLA, WHATCOM, WHITMAN AND YAKIMA MECHANIC $15.65 1 129 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 METAL FABRICATION (IN SHOP) EFFECTIVE 08 -31 -01 .. **...*.r * *.r.* t *...**........> rk:.**.*...**.*...*.**...* r.*+..**.+*.*.*+.... .*..: :+...r :..+ *r..... * *..*.. B efitCOde Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: ADAMS, ASOT1N, 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 $9/6 1 WELDER $16 70 1 Counties Covered: CHELAN FITTER $15 04 1 LABORER $ 77 1 MACHINE OPERATOR $9.71 1 PAINTER $9.93 1 WELDER $12.24 1 Counties Covered: CLALLAFI, GRAYS HARBOR, ISLAND, JEFFERSON, LEWIS, MASON, PACIFIC, SAN JUAN AND SKAGIT FITTER/WELDER $15 16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 PAINTER $11.41 1 Counties Covered: CLARK FITTER $22.64 1J 6U LABORER $16.49 1J 6U LAYEROUT $22.98 1J 6U MACHINE OPERATOR $17 00 1J 6U PAINTER $19.57 1J 6U WELDER $21.54 1J 6U 130 METAL FABRICATION (IN SHOP) EFFECTIVE 08 -31 -01 ,rrrrr rrrrrrrrr rrrrrr+ r+ errrrrramrrarrmm+ r++ arr rraarrrrrarr rrrr►r+ a* rrrrrrrrrrrmr ►rrmr+rrrrwr�mrrrrmrrrrrrra.rr. (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: COWLITZ FITTER $22.03 1B 6V LABORER $17 17 1B 6V MACHINE OPERATOR $22.03 1B 6V WELDER $22.03 1B 6V Counties Covered: GRANT FITTER/WELDER $ 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 $26.96 1 LABORER $6.72 1 MACHINE OPERATOR $13 83 1 WELDER $13.83 1 Counties Covered: KUCKITAT, SKAMANIA AND WAHKIAKUM FITTER/WELDER $16.99 1 LABORER $1044 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 1 131 METAL FABRICATION (IN SHOP) EFFECTIVE 08 -31 -01 iyi}►yy ►ViiMiiHfiiilii HiiifrMitYiMiitiiitHifitkHHflrtMiiMiiMMlMiiiMitMMiiNHiHitiiHiiHif fi Benefit Key) (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 $20 85 1R 6T LABORER $11.33 1R 6T LAYEROUT $22.74 1R 6T MACHINE OPERATOR $15.13 1R 6T WELDER $18 93 1R 6T Counties Covered: WHATCOM FITTERIWELDER $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 1 132 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. rirrHirrym *� *le rr*+v + *:+rrrr* +*►r. rir+tr►rrt►++rffw+ +atr► r*y ie*.*+r evsrr+a mrw+ t+ t:lriv+rtrr+rtwH++*srrir►eet++++tt► SHEET METAL WORKERS EFFECTIVE 08 -31 -01 rrrtwwr rttrrttttre:r rtwtxrrttt r, errt ttttrttttttrtrrtxttrtrrrtttt+r rttrt* rrrttt rettrrrtttrr: attre: ttt +rtretntatrr:wr:retttrtrrttwtts (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) $31.18 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, COWLITZ, 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) $36 93 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 • 133 SIGN MAKERS & INSTALLERS (NON - ELECTRICAL) EFFECTIVE 08 -31 -01 rrrrrrrrrrrrr: arrrr rrarar* rarrrrrrrrarxrarr rar:+rr rrrarrrrrrrr ar ar rarrrrrr as aar arrrrrrr rar rr ar rr ar rrr *+ (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 67 1M 5D 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 1 135 SIGN MAKERS & INSTALLERS (NON- ELECTRICAL) EFFECTIVE 08 -31 -01 iilifTfiiiiYi iYYYiifYiiffiil Yitil YYiifYifYYffil YYil/ Mil iflfYYYffiiiffitiitfYfl fi Yiii iififfiiffUfffYffi liffMliffiMY (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 $29.67 1M 5D 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 1 135 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 08 -31 -01 (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: COWUTZ AND WAHKIAKUM 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 $20.58 136 SIGN MAKERS & INSTALLERS (ELECTRICAL) EFFECTIVE 08 -31 -01 �MikfffffffffffYYfffffHffftiYfYYYY►Yfff?* YYMYtfffYitYf1Y*YfffffffifY,J.A S& Mfff fif4Hf MY YY Yfffil M fffffff1fMMff (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 t R 137 BENEFIT CODE KEY - EFFECTIVE 0 8-31-01 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. 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. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE -HALF TIMES 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. OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) D. THE FIRST EIGHT HOURS WORKED ON)A HOURS FIFTH CALENDAR DDAYS I 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. CONDITIONS SN OR EQUIPMENT BREAKDOWN) SHALL B PAID AT ONE AND ONE-HALF TIMES THE HO LY RATE F WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. TIMES THE HOURLY RATE OF J. THE WAAGE.�ALL HOURS WORKED IN EEXC OF EIGHT EIGHT (8) ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. RATE OF WAGE. ALL HOURS SATURDAYS RKED ON OLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY R4TTE OF HOURLY 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 O"r WAGE. M. ALL CONDITIONS OF� E ON PAID SATURDAYS DAYS IF WORK IS LOST ONE AND ONE -HALF TIMES THE HOURLY RATE OF IN 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. 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. 138 BENEFIT CODE KEY - EFFECTIVE 08 -31 -01 -2- 1. 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 TAMES 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 TABS 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 TABS 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 ADDTTION 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 OE WAGE INCLUDING HOLIDAY PAY J. ALL 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. O. 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). 139 BENEFIT CODE KEY - EFFECTIVE 08 -31 -01 -3- 5. C. HOLIDAYS. NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, 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 THANKSGIVLNG DAY, AND CHRISTMAS DAY (8). 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. HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). L HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). N. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). O. 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 At 1 ER 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. U. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. CHRISTMAS DAY. AND A DAY OF THE EMPLOYEES CHOICE (7). 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, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, 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, WASHINGTON'S BIRTHDAY, 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 KLNG 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). 6. 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) 140 BENEFIT CODE KEY - EFFECTIVE 08 -31 -01 -4- 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, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY A1.1hit 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, DAY BEFORE INDEPENDENCE DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (10). 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). 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' - 51.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - 5225 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - 55.50 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 1h1,1 OR MORE: OVER 50' TO 100' - S1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - 51.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - 52.00 PER FOOT FOR EACH FOOT OVER 1501'1± 1 OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL S1.00 PER HOUR. L WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: 50.75, LEVEL B: 50.50, AND LEVEL C: 50.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: 51.00, LEVELS C & D: 50.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: 51.00, LEVEL B: 50.75, LEVEL C: 50.50. AND LEVEL D: 50.25. 141 PROPOSAL Proposal Form Item Proposal Bid Sheet Bid Bond Form Non - Collusion Declaration Non- Discrimination Provision Subcontractor List Women and Minority Business Enterprise Policy Council Resolution Affirmative Action Plan Bidders Certification Subcontractors Certification Proposal Signature Sheet Bidders Check List PROPOSAL Proposal Form Item Proposal Bid Sheet Bid Bond Form Non - Collusion Declaration Non - Discrimination Provision Subcontractor List Women and Minority Business Enterprise Policy Council Resolution Affirmative Action Plan Bidders Certification Subcontractors Certification Proposal Signature Sheet Bidders Check List Z:\JAN \SPECS \98113•YK -YGW M.wpd 142 PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of SR 82 YAKIMA GATEWAY WETLAND MITIGATION CITY OF YAKIMA PROJECT No. 1847 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, and the following schedule of rates and prices. NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown and shall be written in ink or typed. Show unit prices in figures only. Figures written to the right of the dot (decimal) in the dollars column shall be considered as cents. Z:\JAN \SPECS \98113- YK -YGW M.wpd 143 Metal Benders, Inc. 15 1008 North 9th Ave., Yakima, WA 98902 Phone: 509 -453 -3326 Fax: 509-453-9921 DBE# D3M5311198 February 12, 2002 City of Yakima Engineering Division 129 north Second Street Yakima, WA 98901 Project : SR 82 Yakima Gateway Wetland Mitigation City Project No. 1847 TIB Project No. 9- E- 180(001) -3 Attention: Contracting Officer Gentlemen : Pursuant to City Project No. 1847 SR82 Yakima Gateway Wetland Mitigation, we submit herewith our bid proposal with affixed pertinent documents for your perusal. We further hereby wish to inform your office about the following: a) Metal Benders Inc. or MBI Inc are the same company and exercise as the same entity. b) We acknowledged receipt of Amendment No. 1 dated February 8, 2002. Thank you and we look forward to work with you soonest. Sincerely yours, Metal Benders Inc. A _ • Harley Dean M- and President . . FEB-08 FRI 03=23 PM HUIBREGTSE LOUMAN ASSOC FAX NO, 5098653800 V. WO ITEM PROPOSAL BID SHEET SR 82 YAKIMA GATEWAY WETLAND MITIGATION crry OF YAKIMA PROJECT No. 1847 so ITEM PROPOSAL ITEM QTY UNIT PRICE AMOUNT NO PAYMENT SECTION DOLLARS DOLLARS MIMI MN MOBILIZATION 4 ) ..m0 4 1 .„.... 2 9 .. L .m...* MEM ,wmit all MAINTENANCE AND PROTECTION OF TRAFFic (- 11116.11110 Mill 1-10.5 11111 11111.1111111111111111111111 11111111111111111111111.1111111111MEM EIIIIIIIIIIIMIOII all cLEAMNG AND GRUBBING EMI i t MI 2-01.5 al CLEARING LIMITS FENCE ism .... _ i 1.07.16 SP 111111 mom MS Mil MEM 1.111MMISINEMIMI , WETLAND OCCAMION INCLUDING HAUL EXII cy u, 11111 SP 2-03,5 IIIIIIIIIIIIMMIIIIIIIIIIIIIIIINIIIIIIIIIIIIIMII imminmommi 111111 EEDING, FERTILIZING, MULCHING, AND TACKIFYING EMIRMIEMPIRMIEBEralt 111111 SP 8-01.5 mai maimm MI leMiallinialli an SP 8-02.3(8) A MEM .1111 MIMI gm sTABiLizED CONSTRuCTION ENT-RANGE CM= 0 - SP 1-07 1 11111 , • TO JIPORARY WATER POLLIMON/BROSIN O CONTROL 1 2,004 00 . 2,000,00 NE SP 1-07,15 1111111 SI IIIIIMIIIMIIIIIIIIMIIIIIIIIIIIN IIIII IIIIIIUIIIIIIIMIIIIIIIMIIIIIII 10 TOPSO/L TYPE 'V INCLUDING PLACEMENT AND COMPACTION tommiwilig ., a 7 all SP 8-01.$ 111.11111111/WAIMIIINIMM.* IIIIMIIIIIINIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIM ZNANNSPECSM113-YK-YGWM.wpti 144 FEB-08-02 FRI 03:23 PM HIJIBREGTSE LOUNAN ASSOC FAX NO. 5099653800 F. 114/Lib ITEM PROPOSAL I i EM QTY UNIT PRICE 1 AMOUNT NO. PAYMENT SECTION DOLLARS DOLLARS _ MI111=== 1,230 SP S-02.5 imulismillilli =1 1 IIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIMIII MPS BEAKED SEDGE ME EN AllIEMPUNII im Sp e- o2,5 1.01 pswe SLOUGH SEDGE NS SP 8-02,5 IIIIIIIMBMIMIMIIIMIIM I 1 14 PSIPE INFLATED SEDGE am SP 8-02.5 OIIIMIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIMIMIIIIE 1.1111111111111111111. 11=1 PSIPE TUFTED HAIRGRASS SP 8-02.5 MIIIEIMMIIMIIIIIIIIIIIIIIIIIIMIII 1111 MIPS WOOLGRASS 1,230 13111 /In , SP 8-02.5 11.011.1111111.11111111111111111.111111 17 PSIPE HARDSTEM BULRUSH 498 11,11111111111111101E11 1 iminominimmimmonomimmummi_ SP 8-0 i 111111111 :1 mem 18 0 ). PS1PE BLUE WILMS 1.11 mom amm - i mm ill= 1 .1 SP 8-02.5 . u uni mum PS1PE NOMA ROSE 1111 • inimmom alli SP 8-02.5 anummiliummamm 20 PS1PE REIPLOWERING ouRRANT CIIEIIIMMIEEMIVIBNIBXIII SP 8-02,5 ,IlliIllHIIIIIIMIIIIIIIMINIIIMI IIMMIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMM 11111111111111M ES ?SIPE OCEAN-SPRAY 1201110111111=1111111=411111111 SP 8-02.5 IIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIII leal PSIPE BLUE ELDERBERRY 111•1111.1ammom11101111111IMINIMImmeimimig. ME SP $-02 , 5 OM= 11111111111 - 111 111111 11111111111111 . as ZmAN‘SPEc909118-YK-Yewm,ma 145 FEB-08-02 FRI 03:24 PM HUIBREGTSE LOUMAN ASSOC FAX NO. 5099653800 P. nab TEM PROPOSAL ITEM i QTY UNIT . UNIT PRICE AMOUNT NO. PAYMENT SECTION DOLLARS DOLLARS rall PS IPE COYOTE WILLOW 1111111111311111111W AMIIIII MI SP 5-02.5 111111111111111111111111111111111111111.111111110 eiu=zm IIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LS .00' 11:11111.11111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 131111 PERIMETER WIRE Fame 530 1111111111110 NM= 1121111111111111111=111111111111111111111111111111111111111111 IIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIMIIMIIIIIIIIIIIIIII 23 ' SPILL PREVENTION PLAN EIIIIIISIIIIHIMVMMIIIIIIIIIMIEI--- si 1.07.15SP 111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111M111111111111111111111111111111111.1111111111111 ran GRAVEL ROAD RESTORATioN E11011111111110 0 ) ' - 4 1 111111111111111111.11111.1111111 IIIIIMIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIUIMIIMIIIIIII rilliEMME 230 MINUMnallillittfral 111111 1111111111111111111111.111111111111111 IIIIIHIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMINIOIIIMIIIIIIMMIIIIIIIIIIIII SUBTOTAL IC) ' — 1 7..6% STATE SALES TAX INEMI TOTAL INIEM i 8 „ Z NJANSPEC$ \ 98/ 146 108 -16 -2000 02 :08PM P.02 ,A. y; l ? .. ..... 4111 ;'Lr. I : T . ' , : ■■ BID BOND FORM ^ .;: :. f,. Herewith find epoait i . the, form of a certified check, cashiers check. cash. or bid bond in the .., amount of S ,/ ® - =- which a • nt iii not'ieg• th n e percent of the ',laid. . Sign Here i;wl. , _ �o' r;, . AI. ' ' f Via..' BID BOND KNOW ALL MEN BYTWESE'PRESENTS: .c:, • ?' 1.!,-, �% That we, Metal, Benders, Inc. eta principal, and «; s f Fidelity and Guarani ns raj .omna .yes Surety. are held and firmly bound unto the. -r Y City of Yakima, as Obligee, in the penal sum of Five,.percent of bid Dollars, d : i ,: i for the payment of which the Principal and the Surety bind themselves, dteir heirs, executors, • ti. edministretors, auooeesote end assigns, )ointly.end severally, by these presents. °i`0.. The condition of thin obligation is such that if the Obli r i�.� qe ' yes shall make any award to the Prise ', ,. for SR 82 Yakima. Greenwa Wetland .Mitiangtion , mooning to the t terms of the proposal or bid made by the Principal therefor, and the Principal shah dory make and 4 ° enter into a contract with the Obligee in accordance with the term of said proposal or bid and .0 `_' � award and shell give bond for the faithful perforfrience thereof, with Surety or Sureties approved i .'' ; by the Oblige; or if the Principe( shell, in case of failure se to do, pay and forfeit to the Obligee ? the penal amount of the•doposit specified in the cell for bids, then this obligation shall be null and i• x ii 1 void; otherwise It shall be end remain in full force and street and the Surety 011111 forthwith pay ',�?� and forfeit to the Obligee. as penalty end liquidated damages, the amount of this bond dot, t t c bond. :tir., I, . 1 SIGNED, SEALED AND DATED THIS 12 DAY (yF February I 20 02 j Metal Benders, Inc. Fiw ity and .i r. nsu , ante Company h , :l: Donna S. Martinez Attorney -i -Fact ; • ,5f• M A • Recanted return of depositin.the.sum of -'Y i '.. i, ix • i:. :0; ' ` 1 1:. � ', .t r ' .' ; me ' 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. 7 1. 3 4 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 IN WITNESS WHEREOF, the Companies have caused this instrument to be signed.and sealed this 14th day of April 2000 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' , /pew, Itt.L"'T-- F N I •p � cs 1'lll�. o - o �R...... o •"0 4ti � *�oac > /W:�oaronnTF. CODU � • . sEAL0 t '' SEAL. s 1S * � ::: „: Ax L^^i Nd ? A., State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary On this 14th day of April , 2000 , before me, the undersigned officer, personally appeared John F Phinney 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. V 12 *mu& A 4 4.4 . 6f-,,fititit, In Witness Whereof, I hereunto set my hand and official seal. J 1:4/1).. S C My Commission expires the 13th day of July, 2002. �s p gE CITY , REBECCA EASLEY - ONOKALA, Notary Public 86203 Rev 7 -2000 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 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 12 day of February 2002 SURFl J pY �NSU ')%%, q • LV •Y.(/ ( � Y 1•SI•ri,. �qq'�,$D * O. 9� inQ C ry" et, ppy� , ro�w,� f i 927 FZ (i'"°:"11 t 2. �QRPOF4Y C W �yyn..,,... 'Q 1 �O LYC`^ P°RAtEU 1 aT L y * ,y � SE A os '^7'8�9n6 u10 L Y '�. 1951 �, �•. . �+,' SSsAL. 3 +' `gin :l \ov f s i "fs, " "� ✓{ ° •`` ` AtN.' •_ �i g y T homas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call I- 800 -421 -3880 and ask for the Power of Attorney clerk. Please refer to the Power ofAtto'ney number, the above-named individuals and the details of the bond to which the power is attached. \ I a j 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. Z:UAN \SPECS\98113 -YK -YG W M.wpd 148 NONDISCRIMINATION PROVISION During the performance of this contract, the Contractor agrees as follow: 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. 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. 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. 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. 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. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulation, 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. The Contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each 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 Z:WAN \SPECS\98113- YK -YGW M.wpd 149 SUBCONTRACTOR LIST Prepared in compliance with Chapter 378 Laws of 1993 To be Submitted with the Bid Proposal SR 82 YAKIMA GATEWAY WETLAND MITIGATION CITY PROJECT No. 1847 The following listed bid items (listed in numerical order) for this project have been proposed for subcontracting to subcontractors as indicated for: Subcontractor Name '" Atics 1-4-5 Item Numbers 4 3, 4 ,/ 5, 0 9 to 'z7 Subcontractor Name Item Numbers Subcontractor Name Item Numbers rn Subcontractor Name Item Numbers rn Subcontractor Name Item Numbers Bid item numbers to be performed by the prime contractor: Prime Contractor Name Item Numbers , a t i t`3 1 19 6 7 g pit pit Z:UAN \SPECS\98113 -YK -YG W M.wpd 150 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. Z:WAN \SPECS\98113- YK -YGW M.wpd 1 51 RESOLUTION NO. 1 - 4 8 1 6 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. ��J ADOPTED BY THE CITY COUNCIL this 4 !�ti day of ( c-,L...(_ - 1983. (77t,„, , 11 , O l' �` Mayor ATTEST: ll aQ- City Clerk 152 CITY OF YAKIMA 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. 3.53 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 minority training organizations, within the contractor's recruitment areas. h. The contractor shall make specific efforts to encourage present minority 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 not 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 subcontractors, engaged in the trades covered 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. 154 BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: M— r.?3 i h--Z certifies that: (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract 1_,,,, ( .,:; CSC , -R A2— (C. - prz( C osc1 9E o `a'r (..,44d — 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: 1 and; 1 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. 1 W. W. Lim 1 (Signature of Authorized Representative of Bidder) 1 1 1. 1 1 155 1 • 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 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 156 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 Regulations. 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. 157 PROPOSAL SR 82 YAKIMA GATEWAY WETLAND MITIGATION i CITY OF YAKIMA PROJECT No. 1847 The bidder is hereby advised that by signature of this proposal, he /she is deemed to have acknowledged 1 all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5 %) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto' CASH 0 IN THE AMOUNT OF � 'e V 4 1 CASHIER'S CHECK 0 1-Attf- AA9 DOLLARS CERTIFIED CHECK 0 ($ gi' ` -) PAYABLE TO THE STATE TREASURER PROPOSAL BOND 121 IN THE AMOUNT OF 5% OF THE BID 1 Receipt is hereby acknowledged of addendum(s) No.(s) 00 I and SIGNATURE OF AUTHORIZED OFFI 1 S 1 S V49 (ow c) 1 FIRM NAME * - Tn.- -S t1 (ADDRESS) pJ 9114 ME ?d- 3 t tm4 1 iNA 909‘e-- PHONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER I14 t NT FEDERAL ID NO. 9l` 1400 Note: (1) This proposal form is not transferrable and any alteration of the firm's name entered hereon I without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to Section 1 -02.6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, PIII please make reference to the following proposal number in your communication. ) i ZaJAN \SPECS\98113- YK -YGW M.wpd 158 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 surety company unless bid is accom- panied 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/W BE 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. Also refer to Section 1 -07.18 (AHWA) of the Standard Specifications and Special Provisions. Z:\JAN \SPECS\98113- YK -YGW M.wpd 159 PLANS & DETAILS Construction Plans Construction Details 2 1 5 6 7 8 °- ' c ?13 31516 16 19 20 21 22 23 24 126 27 28 29 30 31 32 134 35 36 37 38 39 40 141 1 45 46 47 48 750 253545556 758 -0616263 __,,i � s R ,� I � 9 � , ° ` + •o`•+` REST 0 1000 2000 r s ■� + ' l`��. ` ' F7AV RD ,� � �, '4 1l )' APPROXIMATE SCALE IN FEET ARY o �' YA %IM q , j 7 N • R���� )� i Y AKIMA GATEWAY i °�''4� PROJECT N a2 ♦— � ± 6 , WETLAND MITIGATION 1 L .. z N \1 4 : 3 7: � = �.. I \' "- ?i, N pri x * It I ri 1 9 < ` . ...16.10.4. N \ H _ N\N'A 13 I ; WCRC SI 18 17 JANUARY 2002 IV HLVD � E I WCR m a 1 Z T N 23 - of z N Pi x g � IvE �5 111 11 1 : � U \BOO �� e, a oI g 2- 1 a .. WP{ m 1 9 �Ai. N ....y.........: n EA \ ��� 'per N A 1 0 MA A �� TERRACE FFfS ''. 'C © a N B CHESTNUTST h] � � wP0 11\11* YAKIMA F AT 82 3UMMITVIEW AVE 24 111111 1111111111 CITY OF YAKIMA m 1J AL ll �g K P�K 97 CITY OF YAKIMA l pvE \ N 20 \\ w /\ 'y. \ W w KO v ' n n a VICINITY MAP AIMOL. Washington State Wi Department of Transportation INDEX TO DRAWINGS ly 1 GE -1 VICINTY MAP AND INDEX TO DRAWINGS 2 GE -2 LOCATION MAP AND ACCESS ROAD Ig 3 WM -1 WETLAND MITIGATION GRADING PLAN 3 WM -2 WETLAND MITIGATION PLANTING PLAN 4 WMD -1 WETLAND MITIGATION PLANTING DETAILS 6 I 5 TE -1 WETLAND MITIGATION TESC NOTES ∎ `r' ' ,?� �, d: 17 R7 R ,,k4 3,1:x-04 °''' / L3 i I EXPIRES /2 7.4M� 1 _ �CIIPi!! H//' REG +u. °N STATE FED. AID PROJ. N0. DRAWING Z. PROGRAM DEVELOPMENT aTra�rul�e CITY OF YAKIMA SR 82 D IVISION YAKIMA GATEWAY W DESIGNED BY D. Mengel ✓� A GE -1 n 10 WASH 1 4 ENTERED BY E. Haupt JOB NUMBER WETLAND MITIGATIO sheer CHECKED BY T. White _ 4111 Washington State 6 PROJ. ENGR. 9 1 D I ST. ADM. — CONTRACT NO. Department of Transportation V I C I N I T Y MAP AND OF DATE _ DATE REVISION BY INDEX TO DRAWINGS S11F IS PLOT CONTROL: 23- JAN-2002 16:08 Jmckenzl CAD CONTROL DATE:23- JAN -2002 16 05:38 CAD FILE: cover. d1v A N I____ Q 0 75 150 300 � F W f 10' 1111.-.* 111.-.* 10 � U = w I f — 3.07 3.OX —► zo Z 1 "�i >J�O�p >�' I 111-" 8 1 1 I °I \� \ ,, 3-4,,,e, 0.17' CRUSHED SURFACING TOP COURSE I 1 \ �q END OF EXISTING PERGSECOTIONR�PARATION II , I ASPHALT. BEGIN = _ , I I IIIIIIi J II1Iilnfin GRAVEL ROAD GRAVEL ROAD RESTORATION II I LIIUIIIiiiiLUia• RESTORATION. . UNPAVED ACCESS NOT TO SCALE - - ! 1 i \ ? _ _ / � BABY f � 4- : = JOGGER " - I - - _ _ • ROAD TO GREENWAY —1 - - , 'n � N I V; � / PARKING LOT, APPROX. � LENGTH = 2,750 L.F. N c 1 1 -,$ ■ �� I 1 1 N 1 1 = _ - cr, 1 = = I _ _ — -- — — _ � i ,. /•8 CONCRETE CULVERT N _ - z 1 0 _ o ® r • UNDER ACCESS ROAD E.. 1 _ - - - _ Z _ - - _ 1 � - _ Z r _ E�" BEGINNING OF C/) I I! T I _ _ _�� TRAILWAGONS �� TO GREENWAY EXISTING ASPHALT I - - - PARKING LOT END GRAVEL �- 'R' (F a e ( I ii7.4, \ INC. ��\ . i II I „.--N„, z ,.,, l 11 1 1 =_ __ -- • -- ` , ` � RESTORATION. GREENWAY \\\ I 1 I - - - - ` ,' \ N \ \ PATHWAY (PAVED) 1 I n PROJECT AREA 1 - - - - , _ _ - _ _ - _ _ _ ti • ir \ \ \\ SEE SHEET 3 1 1 , - - - _ \ \ �\ \ ` � I '' � z \ oe Q U w Il k Q \ \ \ *AA \ EXISTING EARTH EXISTING /\ \ FREEWAY \ \\ DIKE NOTES• BRIDGES 1. THE CONTRACTOR IS ADVISED THAT THE UNPAVED ACCESS 4. THE CONTRACTOR SHALL BE REQUIRED TO ATTEND A PRE- 7 AT ALL TIMES DURING CONSTRUCTION THE CONTRACTOR ROAD IS A DESIGNATED PUBLIC ACCESS ROUTE TO THE CONSTRUCTION CONFERENCE WITH THE CITY OF YAKIMA, SHALL BE RESPONSIBLE FOR CONTROLLING ON -SITE YAKIMA GREENWAY PARKING LOT AND FACILITY. CONSTRUCTION YAKIMA COUNTY, AND THE ENGINEERING CONSULTANT EROSION. SIGN DETAILS EQUIPMENT AND TRUCKS HAULING EXCAVATED MATERIAL FROM PRIOR TO BEGINNING CONSTRUCTION. THE PROJECT SITE SHALL USE EXTREME CAUTION WHEN 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR S 1 S2 S3 S4 S5 MANEUVERING AROUND THE PROJECT AREA, USING THE ACCESS 5. THE CONTRACTOR SHALL FURNISH TO THE CITY OF YAKIMA COMPLIANCE WITH THE REGULATION.i OF THE YAKIMA ROAD AND THE PUBLIC ROADS TO AND FROM THE SITE. A CERTIFICATE OF INSURANCE IN ACCORDANCE WITH THE COUNTY CLEAN AIR AUTHORITY A METHOD OF DUST CONTRACTOR SHALL RESTORE THE ROAD AS DESCRIBED IN ABOVE REFERENCED SPECIFICATIONS PRIOR TO BEGINNING F F SECTION 4 -04 OF THE SPECIFICATIONS. WORK. THE CITY OF YAKIMA, YAKIMA COUNTY, YAKIMA CONTROL DURING CONSTRUCTION SHALL BE SUBMITTED TO GREENWAY FOUNDATION, AND HUIBREGTSE LOUMAN ASSOC., AND APPROVED BY THE YAKIMA CLEAN AIR AUTHORITY A DO NOT \ IELD GREENWAY ACCESS WRITTEN COPY OF THEIR APPROVAL SHALL BE PROVIDED 2. THE CONTRACTOR MUST CALL THE LOCAL UTILITY CO- INC. SHALL BE NAMED AS ADDITIONAL INSUREDS FOR THIS ROAD ROAD CLOSED PROJECT, TO THE CITY OF YAKIMA. THE CONTRACTOR SHALL ORDINATING COUNCIL (1-800-553-4434) Al LEAST 48 DESIGNATE A PROJECT COORDINATGR FOR CONTACT WORK UNTIL APRIL 8, 2002 HOURS BEFORE ANY EXCAVATION TO REQUEST FIELD DURING CONSTRUCTION REGARDING ALLEGED AIR QUALITY ENTER 2 (36 ") LOCATIONS OF UTILITIES. 6. THE CONTRACTOR BURNING WLLREM ALL FROMRTHEOR VIOLATIONS AND OTHER COMPLAINTS. AHEAD , 3. ALL CONSTRUCTION SHALL CONFORM TO THE 2000 SHALL BE REQUIRED TO SECURE AND OPERATE HIS OWN DISPOSAL SITE AT EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, HIS OWN EXPENSE FOR THE DISPOSAL R5 - (48 ") 9. EXISTING SIGNS THAT ARE CONFLICTING WITH ANY TRAFFIC TRUCK R14 -t SPECIAL BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY MATERIAL, ASPHALT, CONCRETE, CONTROL PLAN R BE COVERED REMOVED BY THE (48"x36") OF ALL UNSUITABLE THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CONTRACTOR TOR DURING ING THE USE SE OF THE HE PLAN. UPON (MOUNT ON TRIPOD) ROUTE (24 "x18 ") (aEtsiS, WASTE MATERIAL AND ANY OTHER OBJECTIONABLE COMPLETION OF THIS WORK, ANY SIGNS COVERED OR REMOVED WS AND THE AMERICAN PUBLIC WORKS ASSOCIATION MATERIAL WHICH IS DIRECTED TO WASTE. THE W20 - ( 4 8 ° x48 ° ) — APWA AND THE SPECIAL PROVISIONS OF THE CITY OF SHALL BE UNCOVERED OR REPLACED BY THE CONTRACTOR. IT CONTRACTOR SHALL COMPLY WITH THE STATE OF (MOUNT ON TRIPOD) YAKIMA AND YAKIMA COUNTY WASHINGTON REGULATIONS REGARDING DISPOSAL OF WASTE I I MATERIAL Ag OUTLINED IN WAC 173 - 304, SUBCHAPTER (MOUNT ON POST WITH STAND) (MOUNT ON POST) 461 DATE REGIO N R, 1. W IN, N0 STATE FED.AID PROWNO. S R 8 w DESIGNED BY DJW �.4 .1w. , y 8 2 JTERED BY KDY o ay /A4 + 10 WASH -IECKED 8Y WLH i�, /' Hdire se PLANNING �` �� b 9 ' " YAKIMA GATEWAY PROJECT REVISION f ' '' ' 801 North 391h Avenue •Ynkimo, WA 9 8902 WETLAND MITIGATION sHEET 00 JOB NUMBER I � 1/ 981 13 2 �'j (J09) 966 -7000 • FAX (509) 965 -3800 OF CONTRACT N0. 6 !EXPIRE, My. ID, 1001 I SHEETS LOCATION MAP AND ACCESS ROAD TS • 4 5 6 7 8 1213 /415 /6 20 21 21 23 24 126 27 26 29 30 31 32 T . 13 N . 134 35 36 37 36 39 10 R .19E . W . M . 117 13 14 15 46 17 18 3 X52 53 51 55 56 TEST HO #1 7 1 EXISTING GROUND = 7054.5' +/- S EE N OTE 7 . CH A N INL IK FE NCE ( 230') �X� X 1 ING � EXISTING WETLAND SIGN. SEE NOTE 4 X X CP -6 00 • TEST HOLE #2 Ep X - q IEGIr O EXCAVATION EXISTING GROUND = 1055.B' +/- 2040 SF LONt; TREE DR IP SEE NOTE 7. DEPRESSIONAL AREA INE SEE NOT 3. . --of!" INTERPRETIVE 3 � 48" DIA TIDE GATE = 1050 44 ( EXISTING:NIC) SIGN. SEE NOTE 4 P CP -7 3 •� � TREE f► W 01 • CP-10 % 4) 'OWREMAING 1 10 a A �. -r_����� �► _EXISTING DIKE • _ � �f` CP -3 CP -4 CP -1 CP -2 5:1 SLOPE 4. (TYP ) INTERPRETIVE \'f SIGN. SEE NOTE 4 \ e PERIMETER INSTALL FENCE ROAD �d WIRE FENCE. 2' FROM TOP OF ACCESS 1700 SF REMOVE r' SEE DWG WMD -1 SLOPE (530 LF) DEPRESSIONAL AREA 11NC \ 1 1 �iH 930 SF I �� DEPRESSIONAL AREA Im CONC. OUTLET WITH TRASH RACK I• APPROX. I E = 1049.8' (EXISTING:NIC) I 'f�+ I 1 I I 1 I TEMPORARY STABILIZED ACCESS ROAD FOR. !■ I CONSTRUCTION GREENWAY TRAIL ENTRANCE, ACCESS. SEE NOTE '5 I 1 (SEE .NOTE 5) t 1 1 r; . ". I 1 1 - xi a1 ; . 0 50 100 I %Z SCALE IN FEET CONTROL POINTS 4 ad 1 - T - 1 1 / - EXISTING POINT NORTHING EAST ING T _ 1 1 / DIKE FENCING LEGEND cP -1 470046 1640936 FINISHED GRADE _ DEPRESSIONAL AREA 1 I / ./ GROUND CP -2 469981 1640994 _ to J l I CP -3 469843 1641103 )I I x X CHAIN LINK FENCE. TYPE 4 0.37. 1 CP - 4 469765 1641161 1F F _ '.. '••� 0.3� ..,' TEMPORARY CLEARING LIMITS FENCE CP - 5 469668 1641228 1052.2 1 • • N " " " "" "" FROM BASE OF DIKE ) CP - 6 469747 1641356 SEE NOTE 2. ` 1050.6 CP 469954 1641081 BEGIN CUT 10' (MIN ® 0 PERIMETER WIRE FENCE - 1049.7 - 1 1051.1 1050.9 NOTES: 1049.4 1049.2 X X X X X X REMOVE CHAIN LINK FENCE CP - 8 469891 1641102 1. FOR PLANTINGS SEE WETLAND MITIGATION PLANTING PLANS AND WETLAND SEE NOTE 2.J / CP - 9 469823 1641172 MITIGATION DETAILS. SECTION A -A CP - 10 469765 1641232 2. ALL AREAS SHALL BE EXCAVATED TO 0.5 FT BELOW FINISHED GRADE. NO SCALE ADD 0.5' OF TOPSOIL TYPE "C" TO BRING TO FINISHED GRADE ELEVATION, 3. AVOID DISTURBANCE TO EXISTING TREES NOT IMPACTED BY FILL OR GRADING BY ERECTING A TEMPORARY CLEARING LIMITS FENCE AROUND EXISTING pf AND OUTSIDE THE DRIP LINE OF TREES. FENCE SHALL BE REMOVED GROUND WATER ELEVATIONS IN TEST HOLE #1 GROUND WATER ELEVATIONS IN TEST HOLE #2 AFTER CONSTRUCTION 15 COMPLETED. FINISHED GRADE GROUND / T s MONTH AVERAGE MINIMUM MAXIMUM RANGE MONTH AVERAGE MINIMUM MAXIMUM RANGE 4. SEE SIGN DETAIL. DRAWING WMD -1. - - - - - - JANUARY 1050.3 1050.1 1050.4 0.3 JANUARY 1050.7 1050.5 1050.8 0.3 5. ALL CONSTRUCTION VEHICLES MUST EXIT THE SITE USING THE TEMPORARY FEBRUARY 1050.1 1049.9 1050.5 0.6 FEBRUARY 1050 4 1050 2 1050.6 0.3 STABILIZED CONSTRUCTION ENTRANCE FOR DETAIL SEE DRAWING WMD -1. MARCH 1049.9 1049.7 1050.2 0 5 MARCH 1050 4 1050.1 1050.7 0.5 As, i ,§ REMOVE TEMPORARY STABILIZED CONSTRUCTION ENTRANCE UPON APRIL 1050.4 1050.0 1051.4 1.3 APRIL 1050.3 1050.5 1052.0 1.5 ,. 1 I $ 8 COMPLETION OF EXCAVATION AND TOPSOIL PLACEMENT. REBUILD ANP R j - S E S ' Y ROAD FOR PUBLIC ACCESS. f MAY 1051.2 1050.9 1051.4 0.5 MAY 1051.7 1051.4 1052.1 0.6 SEE NOTE 2. /{ SEE NOTE 2. JUNE 1051.0 1050.8 1051.3 0.5 JUNE 1051.5 1051.3 1052.1 0.8 q - Ii1n , 4 � 6. FOR TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) NOTE. 1049 2 / JULY 1050.9 1050 8 1051.0 0.1 JULY 1051.4 1051.4 1051.5 0.1 4 f 4 - 57 63, SEE SHEET TE -1 AND THE SPECIAL PROVISIONS. ',,, ,,,.1 o AUGUST 1050.9 1050.5 1051.0 0.5 AUGUST 1051.4 1051.2 1051.6 0.4 2112012. 7. TEMPORARY CLEARING LIMITS FENCE SHALL BE "CONSTRUCTION FENCE'' IN SECTION B -8 SEPTEMBER 1051 2 ND ND ND SEPTEMBER 1051.3 ND ND ND IE0PIRE4 121323 0/99 ACCORDANCE WITH SECTION 1- 07.16(2) OF THE STANDARD SPECIFIGATI91S, -- --- NO SCALE CANFIIII ... REGION STATE FED. AID PROJ.NO. a TTOFTEMA DRAWING L DESIGNED BY D. MENGEL 10 WASH PROGRAM DEVELOPMENT CITY OF YAKIMA SR 82 ENTERED BY E. HAUPT DIVISION YAKIMA GATEWAY WM 1 B CHECKED BY T. WHITE _ JOB NUMBER WETLAND MITIGATION WEE PROJ. . ENGR. Washin State 3 M � I DIST. ADM. - CONTRACT NO. Department of Transportation WETLAND MITIGATION OF SHEETS ` i W REVISION GRADING E L DATE DATE EVISION BY G PLAN /TSC PAN N _- 6 . T S PLOT CONTROL: 21- JAN -2002 15:36 lmak CAD CONTROL DATE:21 -JAN -2002 15:36 46 CAD FILE: 34splanl.dly " 4 5 6 7 6 12 %141516 1 r ' 2021222324 2629363142 T. 13N. R. 19E. W.M. 1 �. .,:. 36 31 36 39 40 1 42 43 M 45 46 47 46 250515253545556 , ' \II 75 0 50 100 ( SCALE IN FEET r i � - - - � EXISTING WETLAND /RIPARIAN AREA i SHALL NOT BE USED OR DISTURBED BY CONSTRUCTION ACTIVITY. �� c 1 w w ' SEE NOTE 4 ( TYP ) w "' ''' r' � � - -� 4 I w W W W ' IA y w L w . 1111111111111 W r. 7iW . 0 Cuj _ .. .. .. . 4- � �® tUT w w w ,,. w r-, SEE NOTE 2 (TYPI ( , ' i, 4' y, 1 , j • i 1 PLANT MATERIALS LIST SYMBOL PLANTING ZONE TYPE MATERIAL SPACING PLANTS PLANTED TOTAL PLANT SPECIES /SCIENTIFIC NAME PER GROUP AREA (ACRES) ACRES ) PLANTS PLANTING NOTES: EMERGENT ZONE 1. BOUNDARY BETWEEN PLANTING COMMUNITIES SHALL BE PLANTED WITH SMALL- FRUITED BULRUSH /SCIRPUS MICROCARPUS H 1 TO 2 INCH DIVISION WITH 1 TO 2 GROWING POINTS (MINIMUM) 2.50 6 0.06 732 A MIXTURE OF THE TWO PLANT TYPES TO YIELD A NATURAL TRANSITION BEAKED SEDGE /CAREX ROSTRATA H 1 TO 2 INCH DIVISION WITH 1 TO 2 GROWING POINTS (MINIMUM) 2.50 8 0.06 732 BETWEEN THEM. SLOUGH SEDGE /CAREX OBNUPTA H 1 TO 2 INCH DIVISION WITH 1 TO 2 GROWING POINTS (MINIMUM) 2.50 8 0.06 732 2. EACH PLANT SPECIES SHALL BE PLANTED IN GROUPS OF 8 PLANTS AT INFLATED SEDGE /CAREX VERSICARIA H 10 CI POT 2.50 8 0.06 732 DESIGNATED SPACING. BLUE WILD RYE /ELYMUS GLACUS H 3 IN POT 2.50 B 0.06 732 TUFTED HAIRGRASS /DESCHAMPSIA CAESPITOSA H 4 IN POT 2.50 8 0.06 732 3. AS FINAL ACTIVITY. ALL SITE ACCESS ROADS OR TRAILS USED FOR WOOLGRASS /SCIRPUS CYPERINUS H 10 CI POT 2.50 8 0.06 732 WALKING OR USED BY EQUIPMENT FOLLOWING FINISH GRADING SHALL a BE PREPARED TO GOOD TILTH AND SEEDED OR PLANTED WITH 5.123 (SUBTOTAL) 2 APPROPRIATE SPECIES BASED ON PLANTING ZONE. _. 1 , ,_ DEPRESSION ZONE R _ 4. DO NOT SEED GRASS WITHIN 1' RADIUS OF EACH PLANT. „ 111 HARDSTEM BULRUSH /SCIRPUS ACUTUS H 1 TO 2 INCH DIVISION WITH 1 TO 2 GROWING POINTS (MINIMUM) 2.50 8 0.04 498 rb 5. COYOTE WILLOW SHALL BE PLANTED IN A SINGLE ROW AT TOE -OF -SLOPE SMALL - FRUITED BULRUSH /SCIRPUS MICROCARPUS H 1 TO 2 INCH DIVISION WITH 1 TO 2 GROWING POINTS (MINIMUM) 2 50 8 0.04 498 i° THROUGHOUT PERIMETER OF EMERGENT ZONE. CUTTINGS SHALL BE WOOLGRASS /SCIRPUS CYPERINUS H 1 TO 2 INCH DIVISION WITH 1 TO 2 GROWING POINTS (MINIMUM) 2.50 8 0.04 498 >a 1.494 (SUBTOTAL) y INSTALLED AT SIX -FOOT SPACING. 0 y BUFFER ZONE I' Y w w w GRASS SEED MIX - SEE SECTION 8- 01.3(2) NOOTKA ROSE /ROSA NUTKANA VAR HISPIDA S 2 GAL. CONTAINER - 2 TO 3 FEET TALL 6.00 5 0.11 138 ITR1- BLUE ELDERBERRY /SAMBUCUS CERULEA S 2 GAL. CONTAINER - 2 TO 3 FEET TALL 6.00 5 0.11 138 COYOTE WILLOW /SALIX EXIGUA S 2 FOOT CUTTING 6.00 5 SINGLE ROW 189 NOTES: � RED - FLOWERING CURRANT /RIBES SANGUINEUM S 2 GAL. CONTAINER - 2 TO 3 FEET TALL 6.00 5 0.11 138 I; 5 OCEAN - SPRAY /HOLODISCUS DISCOLOR S 2 GAL. CONTAINER - 2 TO 3 FEET TALL 6.00 5 0.11 138 .t 3 1. FOR PLANTINGS. SEE WETLAND MITIGATION PLANTING DETAILS AND 741 (SUBTOTAL) a 4l `' � p v _ % SPECIAL PROVISIONS. --- EXISTING WETLAND / I :.1,4,': 11 � RIPARIAN AREA PLANT TOTAL. 7.358 (PLANT TOTAL) ' ' fir` 51M DO NDT PLANT ( O8o,l, t �I 2402 IEXP1RES TIABI - ZJ3 UM HILL w RN STATE FED PROJ �i_ ENOD GRAM I NG F. PROGRAM DEVELOPMENT alro�rua�e w DESIGNED BY D. Mengel - 10 WASH DIVISION CITY OF YAKIMA SR 82 WM 2 W ,T, ENTERED BY E. Haupt YAKIMA GATEWAY -T---- 3 I- CHECKED BY T. White I t o JOB NUMBER WETLAND MITIGATION SHEET PROJ. ENGR. - Wash l ngton S tate _ 4 DIST. ADM. CONTRACT No. -" Department of Transportation WETLAND MITIGATION _ g T5 W DATE _ DATE REVISION BY PLANTING PLAN - _ SIIEETS PLOT CONTROL: 23- JAN -2002 16:05 jmckenzl CAD CONTROL DATE:23- JAN -2002 16:04:51 CAD F11E 34sp1n11 dlv 3 4 5 6 7 8 7 12 13 14 5 16 ' 18 19 21 22 23 24 1 26 27 28 29 30 31 32 24" MIN PLANTING AREA 10" 13 __1 4 35 36 37 36 3910 � CLEARED OF WEEDS. GRASS. 1 134445464748 AND DEBRIS 51 52 53 54 55 56 59606)6263 . The area behind this sign is a project to replace DORMANT wetlands lost during SEEDLING PREVIOUS GROWING LEVEL construction of the 1 -82 AT FINISH GRADE Yakima Gateway Project. 1 MULCH - FEATHER DEPTH BERM SHALL BE CRESENT- Please help protect our SHAPED DOWN SLOPE FROM p p TO STEM. NO MULCH EACH SEEDLING TO CAPTURE wildlife by not disturbin SHALL TOUCH STEM k\ RUNOFF FROM SLOPE AND FUNNEL N 7 g TO SEEDLING BERM SHALL BE A develops this area as it MINIMUM OF 24" LONG - - I l�� natural wetland functions - 1111 > - t 1 - _ - - _ _ 2" TO 3" ABOVE and values. = 11111 . 1 .. - FINISHED GRADE WHEN IN THEIR FINAL POSITION. CITYOFYAKIMA 4 wj•� .,r _ PLANT COLLAR SHALL HAVE THE SAME 1111 - -."" 6 A ° + �- � = '��` _ _ / ORIGINAL RELATIONSHIP TO FINISHED GRADE 111/44IIII 1l w = -= --- -- 1 / GROUND AS OCCURS UNDER NATIVE CONDITIONS = 1111. = 1 - `(✓/ T_ ........ t 11j1; X111- - \ 1 1 ' -0 " I _ _ _; : - 1 ' -0" 1 - _ _ �. 1 � ` z_ ` Z _ _ r WETLAND SIGN (3 TOTAL) 11 , i _ - 1-111._ B ACKFRL PLANTING / 1� I �= T _ _ "- . ? -= X 1-11 HOLE WITH MIXED i 1 ml — 1 I1 - _ITI 1 -1 (� I AND TOPSOI PACKET TOPSOIL 1 NTS 111 — _ _ �/ NOTE: HOLE TO BE NOTE: 2X ROOTBALL /CONTAINER APPROXIMATELY SIGNS SHALL BE MADE OF NON REFLECTORIZED WIDTH MIN 4 DEEP BACKFILL PLANTING HOLE 1. 2 PLANTS TO BE PLACED IN EACH 0.063 INCH SHEET ALUMINUM. SIGNS SHALL WITH TOPSOIL TYPE C PLANTING HILL HAVE A KELLY GREEN BACKGROUND WITH WHITE 2. GROWING PLANTS SHALL FACE LETTERING. EACH SIGN SHALL BE INSTALLED UPWARD. ON THE TOP OF A TREATED 4 "x4 "x8' POST. POST SHALL BE PLACED PERPENDICULAR TO SOIL PLANTING BULRUSH OR SEDGE SURFACE AT A DEPTH OF 2 FEET. ALL POSTS PLANTING TREES OR SHRUBS ON SLOPES SHALL BE PLACED WITHIN A 2 CUBIC FOOT NTS CONCRETE ANCHOR. ALL SIGNS SHALL BE NTS PLACED SO THAT THEY ARE VISUALLY UN- OBSTRUCTED AND IN PLAIN VIEW. 24" MIN PLANTING AREA CLEARED OF WEEDS. GRASS 10' MAX AND DEBRIS _ 7' BRACE LENGTH 2x6 WOOD SPACING SHALL TOP RAIL BE 6" MAX. TYP DORMANT 2x4 WOOD TENSION WIR SEEDLING AT FINISH GRADE PREVIOUS GROWING LEVEL DOWEL AT EACH , 3/8"x6" STEEL , I' I_ RAIL --- END OF RAIL N 1 MULCH - FEATHER . • i i DEPTH TO STEM. NO MULCH 4 • +/i •+i • +•4 .II ......�Il�� X SHOULD TOUCH STEM �j: /• /•'I. /�'I. /• 1 1 i .I ummem 1 IGII\ '� END. INTERMEDIATE END. r . .... I Ell y l OR CORNER POST • 1 • 1/• •� • 1/ • 1 • 11•` 10 O' I tll I. .. .. . .� 11 �. I 1 • + /. . 0 •+/. •+/ . • + , .ilnI'I.... .... ► 1. 1U1l •A ; I• I • I • I • 1► N . .J... =11111 ' "�• ` �b)19 fi }19 �ti•�19 � y.19 j��,t19 j � � �19 jy �19 V. WIRE FABR 1 1 11 1 (‘ I FINISH GRADE L ���/. t eil /rl,/■ IPO6 ∎1 // . . U !iII AS SPECIFIED F 1 ED IL... 111 . III. ge! imming lllll � '' ' 4 '4 • i i+ / i1 it / i 1 i � + �i1 i 1 + /i 1 i �V A 4 1 i. / r / .'ll ... .....�.Pllll P ��1 } �1 111• I• I• I • II • —1��� : = 11�I_�I�� . �I�I -���I � � BACKFILL PLANTING � :4 1.1p4k•111�.y11:,O�19 i' A19 ti 1a.�•'Iv I v II `D a HOLE WITH MIXED � 71.fentraot. i 1/,,/i �1 � •i�1.,•i�{��••�����. I i 1 r FERTILIZER PACKET 12" MI '':r 1�71.1 1 811 th �1 hl N , AND TOPSOIL TYPE C ' .1.. 1 p l * Ip.b 00 o ili4.5.'19 ,i 6x6 WOOD \ ` • ° ov, / X104/ tie' POST > 8' °� �:':1:, i /•t1 /i LONG 1TYP) 4" TO 8" QU SPAC �!\, •1:00.0 "' .*). °'%' ELEVATION g �j`;;A•� ,,�M�� 2x6 TOP RAIL % CONSTRUCTION GEOTEXTILE FOR 2 T IMES PERMANENT EROSION CONTROL NOTES: WIRE ROOT SPREAD 1. SPACING FOR INTERMEDIATE END POST RABRIC TEMPORARY S T A B I L I Z E D ASSEMBLIES SHALL BE FEET MAXIMUM. 2x4 RAIL NOTE: UNLESS OTHERWISE NOTED. ED. I 411 2. 6x6 WOOD POSTS TO BE TREATED WITH I 1. . ON SLOPES OF 3:1 1 OR STEEPER. USE CONSTRUCTION ENTRANCE PRESERVATIVE AS SPECIFIED. 4 Iy' • i `' ',° M. . SLOPE PLANTING DETAIL •.e • NTS 3. FABRICATE AND INSTALL FENCE IN SECTION 41 a J• 4 ACCORDANCE WITH THE SPECIAL °.• Q .," ... ,. PROVISIONS. SECTION 8-12. ., /ONALA��b` PLANTING TREES OR _ SHRUBS PERIMETER PERIMETER FENCE 'EXPIRES 12,20, t/?H, NTS r .^-�j Jl i NTS CIIIII �-I'U LT, _ -- _ ' REGION STATE FED. AID PROJ . NO. • DRAPING - — .. CM OFTAKIYA PROGRAM DEVELOPMENT CITY OF YAKIMA SR 82 z. w w DESIGNED BY D. Mengel — . _ 10 WASH DIVISION YAKIMA GATEWAY WMD - -1 6 ENTERED BY E. Haupt _ CHECKED BY T. White JOB NUMBER WETLAND MITIGATION SHEET 3 PROJ. ENGR. Washington State 5 Department o f T ra nspor t a ti on WETLA MITIGATION Dr - : 3 DIST. ADM. CONTRACT ND. -„ 6 4 T > w DATE DATE REVISION BY J PLANTING DETAILS SHEETS PLOT CONTROL: 21- JAN -2002 15:57 Imckenzi CAD CONTROL DATE121- JAN -2002 15 51:47 CAD FILF 34sdt1sl dlv 3 4 5 6 7 8 11 12 13 14 15 16 1802021222324 1 26 27 28 29 30 31 32 134353637383542 434446464748 51 52 53 54 55 56 59 60 61 62 63 TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES: 12. THE CONTRACTOR SHALL SET ASIDE A SEPARATE AREA. WHICH DOES THE CONSTRUCTION CONTRACTOR SHALL USE ALL REASONABLE MEASURES NOT HAVE ANY POSSIBILITY OF DRAINING TO SURFACE WATERS, FOR THE TO MINIMIZE THE IMPACTS OF CONSTRUCTION ACTIVITY ON WATERS OF WASH -OUT OF CONSTRUCTION EQUIPMENT AND TOOLS. THE STATE. WATER QUALITY CONSTITUENTS OF PARTICULAR CONCERN ARE TURBIDITY. SUSPENDED SEDIMENTS. SETTLEABLE SOLIDS, OIL AND 13. THE CONTRACTOR SHALL NOT DISCHARGE ANY CLEANING SOLVENTS OR CHEMICALS GREASE, AND PH. REQUIRED EROSION CONTROL MEASURES INCLUDE, BUT UTILIZED FOR TOOL OR EQUIPMENT CLEANING TO THE GROUND. REFUELING OF ARE NOT LIMITED TO. THE FOLLOWING: EQUIPMENT SHALL BE CONDUCTED AWAY FROM THE DRAINAGE FACILITIES AND DONE IN SUCH A MANNER AS TO PREVENT SPILLS FROM ENTERING THE GROUNDWATER 1. THE CONTRACTOR SHALL USE PROPER EROSION AND SEDIMENT CONTROL OR WATER BODIES (IN"LUDING WETLANDS). PRACTICES ON THE CONSTRUCTION SITE AND ADJACENT CONSTRUCTION STAGING AREAS TO PREVENT EROSION IN AND DOWNHILL OF DISTURBED 14. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS IN AREAS. AND TO PREVENT THE DISCHARGE OF UPLAND SEDIMENTS OR AN APPROVED AND PERMITTED LANDFILL FACILITY. EXCESS EXCAVATED MATERIAL SEDIMENT -LADEN WATER INTO WETLANDS. WATER BODIES. AND LOCAL SHALL BE TAKEN OFF SITE TO AN APPROVED AND PERMITTED LOCATION OR TO A DRAINAGE SYSTEMS. COMMERCIAL TOPSOIL COMPANY. 2.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A TEMPORARY WATER 15.THF CONTRACTOR SHALL TAKE EXTREME CARE TO PREVENT ANY PETROLEUM POLLUTION CONTROL PLAN WHICH INCLUDES DETAILS FOR EROSION AND PRODUCTS. CHEMICALS, OR OTHER TOXIC OR DELETERIOUS MATERIALS FROM SEDIMENT CONTROL. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION ENTERING THE GROUNDWATER IN ANY MANNER. AND SEDIMENT CONTROL MEASURES (TESC's) PRIOR TO PERFORMING ANY CLEARING OR OTHER EARTH DISTURBING ACTIVITIES AT THE PROJECT SITE. 16.TH ENGINEER HAS THE AUTHORITY TO HALT CONSTRUCTION IF EROSION 3. THE MEASURES SHOWN ON THESE PLANS ARE THE MINIMUM THAT ARE CONTROLS ARE NOT MAINTAINED PROPERLY OR IF A VIOLATION HAS NOT REQUIRED FOR THE ANTICIPATED SITE CONDITIONS. THE CONTRACTOR BEEN CORRECTED. THE CONTRACTOR SHALL BEAR ALL RISK AND ALL COSTS OF ANY WORK DELAYS CAUSED BY THESE ACTIONS. SHALL PROVIDE ADDITIONAL MEASURES AS NEEDED DUE TO WEATHER. AND /OR FIELD CONDITIONS. AND /OR CONSTRUCTION ACTIVITIES. AND/ OR AS DIRECTED BY THE ENGINEER. 4•THE CONTRACTOR SHALL NOT DISCHARGE TURBID WATER GENERATED FROM CONSTRUCTION ACTIVITIES. DIRECTLY TO ANY STREAMS. STORM WATER SYSTEM INLETS. OR DRAINAGE DITCHES BEFORE THE SOLIDS HAVE SETTLED OUT OF THE WATER. 5.THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING VEGETATION BEYOND SEQUENCING THE CLEARING LIMITS. 6.CONTRACTOR TO INSTALL STABILIZED CONSTRUCTION ENTRANCES ON ALL UNSURFACED 1. INSTALL CLEARING LIMITS FENCE TO DELINEATE CLEARING LIMITS AS SHOWN ON THE PLANS. CONSTRUCTION ROADS WHERE THE CONSTRUCTION ROADS EXIT ONTO PAVED ROADWAYS 2. GRADE AND INSTALL STABILIZED CONSTRUCTION ENTRANCES. 7.THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN 3. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING CONJUNCTION WITH ALL GRADING SO AS TO ENSURE THAT THE TRANSPORT OF FOr, PROPER DEVELOPMENT. % SEDIMENT TO SURFACE WATERS. DRAINAGE SYSTEMS. AND ADJACENT PROPERTIES IS MINIMIZED. 4. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN TWO DAYS DURING THE PERIOD FROM OCTOBER 1 TO APRIL 30 WITH STRAW. MULCH. NETTING, OR EQUIVALENT AS 8. THE TESC MEASURES SHALL REMAIN IN PLACE THROUGHOUT THE CONSTRUCTION PERIOD. SHOWN ON THESE PLANS AND /OR AS DIRECTED BY THE ENGINEER. $ INSTALLED EROSION AND SEDIMENT CONTROL MEASURES SHALL ONLY BE REMOVED 5. AFTER REVEGETATION. REMOVE PLASTIC BARRIER FENCE. SILT FENCE. AND OTHER WITH THE APPROVAL OF THE ENGINEER. TESC MEASURES AS NECESSARY. 9. THE CONTRACTOR SHALL SEED. PLANT. COVER WITH NETTING. MULCH. OR PROVIDE SOME OTHER EQUIVALENT TYPE OF PROTECTION AGAINST EROSION TO ALL EARTHEN AREAS DISTURBED OR NEWLY CREATED BY THE PROJECT CONSTRUCTION. 10. THE CONTRACTOR SHALL PROVIDE DAILY INSPECTION AND MAINTENANCE OF ALL TESC MEASURES. TESC MEASURES SHALL BE IN WORKING CONDITION AT ALL TIMES. THE CONTRACTOR SHALL IMMEDIATELY REPAIR, REPLACE. AND INSTALL ADDITIONAL MEASURES SO THAT THEY ARE EFFECTIVE IN PREVENTING EROSION AND SEDIMENTATION. %4YY 11. AFTER ANY 24 -HOUR RAINFALL GREATER THAN 1/2 INCH. THE CONTRACTOR SHALL INSPECT TESC MEASURES FOR INTEGRITY. ANY DAMAGED TESC MEASURES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND REPAIRED IMMEDIATELY. EROSION SEDIMENT LEAD (ESL) '. T APPROVAL DATE. 0- ` .o CONSTRUCTION SITE EROSION & SED: :MENT CONTROL 1' 4 ,,,, CERTIFICATION COURSE EXPIRATION DATE *tow, 211 OWL Description of I tem(s) Changed (With ESL I n i t i a l s ) EXPRES 134 $Opf o437 CKMlHILL RE NO ON STATE FED. AID PROJ.NO. arra rmm DRAWING PROGRAM DEVELOPMENT arg CITY OF YAKIMA SR 82 W DESIGNED BY D. Mengel 10 WASH DIVISION YAKIMA GATEWAY TE -1 ENTERED BY E. Haupt WETLAND MITIGATION SNEE1 M JOB NUMBER q = CHECKED BY T. White _ Washington State 8 PROJ. ENGR. Wi WETLAND MITIGATION Department of Transportation — O( I DIST. ADM. CONTRACT NO. -" 6 05 w DATE DATE REVISION BY 1 TESC NOTES SHEETS PLOT CONTROL: 21- JAN -2002 16:03 Jmckenzl CAD CONTROL DATE:21-JAN--2002 16 02 31 CAD FILE: 376not ©1 olv